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d CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 07 -9 -2012 PERMIT #: 120381 WORK DESCRIPTION ADD BEDROOM & BATHROOM WORK LOCATION 18 HORSEPEN POINT OWNER NAME CAROLINE /CARL HUFFSTETLER ADDRESS 18 HORSEPEN PT DR CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME CAROL /CARL HUFFSTETLER ADDRESS 18 HORS EN PT DR ,.-- CITY STATE ZIP TYBE SL D GA 31328 1 C `J n $ FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 321 OCCUPANCY TYPE P TOTAL FEES CHARGED $ 494.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $36,000.00 TOTAL BALANCE DUE: $ 494.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: /�44-41— P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org f a) ) Tybee Island • Planning & Zontig Dept. ' Inspection Report A liz•*.p 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 atrawsi- , INTERN"ASNAI Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. / Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address 1 Scope of Work t • -- Inspector Date of Inspection iks Inspection I- V. Pass is Fee sJe Lss,„ Inspection Pass 21 Fail El Fee Inspection Pass El Fail Fee Inspection Pass 0 Fail Fee 44r1M 7 i 071 City of Tybee Island • Planning & Zoning Dept.q : 30 / ii- kirk% atosama.- Inspection Report somilk 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 LILIEmat 1NTERNA flO NAL ,11,,, Phone 912.472.5032 • Fax 912.786.9539 CODECOUNCIL MEMBER :<, , Permit No. 43 - (7 -- - -- )3 ' / Date Requested f////5 Owner's Name / Date Needed Gen. Contractor / , ,- t / 0/V.5 - 17V , Subcontractor Contact Information 1 r - p Project Address a -4 7' Scope of Work ,f) 9 Inspector Date of Inspection Inspection 7: 49 "4 / P IC, Pass El Fail El Fee ) ,/, Inspection — '--:) Pass is- ' Fail 0 Fee 1 Inspection Pi - , / Pass ' 11 7 '-' Fail 0 Fee -,, / 773, kj -- ;:- ), --0 i ;--, F4 OD 1 )1 7 0( ,),- CLe.) , A 1j(1", i Li ,, J 0 -- _,J ,11:6(), .15 Inspection -2/ - Pass 0 Fail Fee n vui /_;,/,5 /- 4 -7/ /42 ,:.c./ () "1 )&,,_ ' 12 � � :)":":) CITY OF TYBEE ISL ND RE-C #: 00356948 12/28/2012 11:08 Ai TRAN: 3.0000 Building Pe; Ilits ' OPER: MF TERM: 001 REF #: CITY OF TYBEE ISLAND 1RE,00CR TENDERED: 100.00 1 CREDIT CAR APPLIED: 100.00 - CHANGE: 0.00 BUILDING PERMIT RE- INSPECTION FEES - FRAMING AND INSULATION DATE ISSUED: 07 -9 -2012 PERMIT #: 120381 WORK DESCRIPTION ADD BEDROOM & BATHROOM WORK LOCATION 18 HORSEPEN POINT OWNER NAME CAROLINE /CARL HUFFSTETLER ADDRESS 18 HORSEPEN PT DR CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME T C CONSTRUCTION ADDRESS 2508 QUACCO RD CITY STATE ZIP POOLER GA 31322 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 321 OCCUPANCY TYPE P TOTAL FEES CHARGED $ 594.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $36,000.00 TOTAL BALANCE DUE: $ 100.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: AA„, i 7 P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org 1 ?- C ? -- 12 � l e a ? • C \Oa_ V.A.)--e, be-N vrs pezt vt. to ;r\sp-ec...er) I ; e k a , 2P c aC[ -C1.: `E-, o n s a C ( S ksL- Lail c -FratnK + l f •-c �nSJ cz. �en �� ► `~5 s HD Lb CaVele ,_911. Ice itezitaive640- deLyx-e e it-7 c ,/,/ 1,141-€AH 1 CITY OF TYBEE ISLAND BUILDING PERMIT RE- INSPECTION FEES - FRAMING AND INSULATION DATE ISSUED: 07 -9 -2012 PERMIT #: 120381 WORK DESCRIPTION ADD BEDROOM & BATHROOM WORK LOCATION 18 HORSEPEN POINT OWNER NAME CAROLINE /CARL HUFFSTETLER ADDRESS 18 HORSEPEN PT DR CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME T C CONSTRUCTION ADDRESS 2508 QUACCO RD CITY STATE ZIP POOLER GA 31322 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 321 OCCUPANCY TYPE P TOTAL FEES CHARGED $ 594.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $36,000.00 TOTAL BALANCE DUE: $ 100.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. if this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: , Ati-44± P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org 9r , .el 0 cad /r City of Tybee Island • Planning & Zoning Dept. Inspection Report ®P. `� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL _- bt Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. i D 3 I Date Requested 1— Owner's Name 1.C- '54-e- - Date Needed I Gen. Contractor Subcontractor Contact Information , Project Address g rsQ, pe o rl Scope of Work f,Ad d '? 0 t + b ed rr Inspector Date of Inspection ///: J k Inspection co. n Pass ❑ Fail f Fee Jy Inspection ,;`J ?l?`'r:. Pass El Fail El Fee 1-7;7 l +-off Inspection P ss Fail ❑ Fee -5(� l L 1 Inspection Pass ❑ Fail ❑ Fee it City of Tybee Island • Planning & Zoning Dept. &NW ' Inspection Report alaw" 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZONAL 0 Phone 912.472.5032 • Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. r) ( Date Requested / Owner's Name ,Ltic,//-/--f.7 Date Needed Gen. Contractor , _ , Subcontractor Contact Information / Project Address Scope of Work Inspector Date of Inspection Inspection / iry - . / Pass El F aiI , j t\ ;(1) elj \la CLAD Inspection Pass Fail Fee Inspection Pass El Fail El Fee Inspection Pass Fail Fee '44,,_ City of Tybee Island • Planning & Zoning Dept. Inspection Report num* 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ZERZONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUCH: MEMBER Permit No. -- ' I Date Requested Owner's Name F Date Needed Gen. Contractor / .....,::-. Subcontractor Contact Information / i.„:7 • , , /„.,_., i , Project Address ' V I -,- - ° /) Scope of Work Inspector Date of Inspection Inspection , , .) /.: ' - 72. Pass 1111 01 1J3 i 1 El Fee — ,k1,.."-1--' ..-,. Inspection - Pass n Fail D Fee Inspection I Cl/ I - 1‘... --7 Pass El Fail 171 p _.... 0 ......., ; 1 — -1-6_, j') 1 1 i , Ns (2 _i-E ... vo I IN) Do v3-- 1 Inspection KI -- -2-- _, - Pass [2 , Fall 0 Fee City yr Tybee Island • Planning & Zoniny Dept. rat Inspection Report num* •La'="a 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNMIONAt Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL: MEMBER / Permit No. /7- ..5V Date Requested Owner's Name /10;7::.5- Date Needed Gen. Contractor 7 - C.:. z::..._ , 1> '2 Subcontractor Contact Information -- (;%i Project Address /' 71) ;7e-;k %.---_,,-) P Scope of Work 4½7) F.:-4 Inspector 1 -1(1) 1, Date of Inspection vac. Inspection ikr1.7. L: . , Pass El Fail El Fee 1° vr --:_- -- \ - Inspection 1 • Pass El Fail i LA ‘)._. oc_./... ,:-...-, ■ 7....._ V 5 -:\- i ,.. f'17 Inspection Fi 3 7 - Pass 11 Fail 0 Fee Fla DDI r__. p 01 1 i „ r —517 ) Ji t..." Pri">■> . ),..3( 1 1 I I t s._(..= 1 • 4.,K.....6, t -- - c- - / 1 1: 1 Inspection Pass 0 Fail 0 F , - 6 ) 2/ q 1 , t 6_, ,' Lk:. IL '41 I City Tybee Island • Planning & ZonH g Dept. Mk% Inspection Report r�rtik'� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 IN1FRr�ariohai x ,a, Phone 912.472.5032 • Fax 912.786.9539 MMQ MME j° 1 MEMBER Permit No w . 0 3 Date Requested % Owner's Name C = i- Date Needed -- -" 7 /i Gen. Contractor 1 ,/ (_ Q r S Subcontractor Contact Information T a u . S �, Project Address t 6 0 P rl P4 ti t Scope of Work (1.:6--A b a ---k -+- p ri I n t) 4,Y1/4- / Inspector ' /'? Date of Inspection ,` / Z ! , Fi t Inspection iR a_ An 9 T Pass El Fair 0 a . 61 C ,-3 4'4i- Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail 0 Fee ice City of Tybee Island • Planning & Zoning Dept. ''',4' • '';:\'‘ Inspection Report J \.1 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 i*/ Phone 912.472.5032 • Fax 912.786.9539 INTERNACIONAL CODE COUNCIL MEMBER Permit No. Date Requested / j_ ,i7, --,, Owner's Name -1.) - 7_ - -, =7‹.... Date Needed ) -.7L Gen. Contractor / -/9------) Subcontractor Contact Information ---:- 1J-c1/: '''' Project Address / ‘ / _. •, ,--- Scope of Work -/ ,„,-- Inspector Date of InspectionX, - Inspection , - Pass 0 -1..- Fee Inspection Pass El Fail El Fee Inspection Pass 0 Fail El Fee Inspection Pass 0 Fail 0 Fee City of Tybee Island • Planning & Zoning Dept. ass% Inspection Report Num% j' 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 MI= INTERNATIONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. i. Date Requested Owner's Name - - Date Needed Gen. Contractor Subcontractor Contact Information , - 7741 )/ Project Address - h 4 ' - Scope of Work Inspector Date of Inspection Inspection Pass IN 4- El Fee Inspection Pass Fail Fee Inspection Pass El Fail El Fee Inspection Pass Fail Fee l 3 S ) ) CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT ( '1# t ) ' ti l c.! i Location: 1 U Moe. P V i PIN # NAM ADDRESS TELEPHONE / Owner ¢e l� f f 1! r 113 gorse Pe„ t°o..:f �e �' j 4 t ' 1 G4 3(32 - 7 0 U- 4(00 - 3236 Architect /1, U 6 o 304(13 vus or Engineer (- c, ((Q c�).341 Q 3 O 9t2. 34�• 1600 Building — TC ConSTruc4ro; P ,o. 6 °k <<l33 SGrcnncl, G Rl -b ! Contractor 314 o t (c4v)S e (Check all that apply) n Repair [iZ Residential uC Footprint Changes 1 1 Renovation n Single Family — Discovery Minor Addition ❑ Duplex 1 1 Demolition n Substantial Addition n Multi- Family 1 Other / n Commercial 'l hooe of Project: add bed (0 ovn oiJ bG`t''1 co ar"t 4z, h oo e will -1';P [,i b ex; sIn I(l/14C Gnd wjer / P4/e /s . Estimated Cost of Construction: $ 6 000 .0 O Construction Type i (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces 1, (� 5 , - C '1 - , �, ' �' Trees located & listed on site plan V� ;1 Access: Driveway (ft.) With culvert? With Swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. LEAD -BASED PAINT Adapted from http: / /www.epa.aov4ead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities — - - - - - -- Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, I YOU'RE OU'RE NOT and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample ,LEAD SA pre- renovation disclosure form may be used for this purpose. .DISTURBING After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented JUST SIX by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, SQUARE FEET Repair and Remodeling rule. To become certified, property owners must submit an application for firm ;COULD COST YOU certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for 'BIG TIME certification to approve or disapprove the application. .� Property owners who perform renovation, repairs and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation rec`ordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule ih the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's ,Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre - renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. 6 -6 ignature / // Date G . S CGrrvl Gt,K Printed Name 7 --_,. --„,„ t I re Al I { c%,,„ ' R :, oCSYrt�wy June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org /docs/ field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer ature of Owner /Contractor Chatham County Board of Assessors: 2 Property Record Card 4- 0013 -01 -010 Page 1 of 2 2012 Chatham County Board of Assessors 4- 0013 -01 -010 Property Record Card 18 HORSEPEN POINT DR TYBEE ISLAND APPRAISER staff LOT 9 HORSE PEN POINT HUFSTETLER CARL WILLIAM JR & CAROLINE J* CAMA ASMT LAST INSP 05/30/2002 18 HORSPEN POINT DR 200,000 200,000 LAND 1 I APPR ZONE 000008 TYBEE ISLAND GA 31328 288,600 288,600 BLDG 1 1 17,700 17,700 OBXF 2 506,300 506,300 Cost - MS SALES BOOK/ INS VI QU RSN PRICE CODES PAGE PROPERTY 0006 RESIDENTIAL 22 Apr 3691 229 WD 1 Q 510,500 USE 2011 UTA 0004 Tybee Island GRANTOR:ELLIS THOMAS R GRANTEE:ELLIS THOMAS R NBHD 020221.00 T221 TYBEE DUNN IS 22 Feb 219C 0602 WD I Q 470,000 2001 EXEMPTIONS GRANTOR:JEFFRIES RICHARD J '' GRANTEE:ELLIS THOMAS R HISTORY LAND IMPR TOTAL 12 Jan 170Y 0330 WD V Q 75,000 = 2011 400,000 255,500 655,500 MAV 1995 E. 2010 400,000 255,500 655,500 MAV I GRANTOR:HORSEPEN POINT INC 2009 400,000 255,500 655,500 Over GRANTEEJEFFRIES RICHARD J I 1 - ___. .,�, .. . . _ 2008 400,000 255,500 655,500 Cama ' 2007 400,000 255,500 655,500 Cama (COMMENTS: Y_ - 02 Apr 2012 TY12 RET VAL ENT 2006 351,000 255,500 606,500 Cama 128 Jun 2011 *TY2012 SURVS [Click for larger picture] 2005 351,000 255,500 606,500 Cama 09 Feb 2009 TY09 RET VAL ENT 2/9/09 2004 290,000 255,500 545,500 Cama LHN 2003 210,000 255,500 465,500 Cama 20 May 2002 FOR SALE 7/23/99 FOR SAG( �. *' ` y �� Chatham Caunry y 2002 210,000 255,500 465,500 Cama $616,000 i,�,,,,�, i ) lax Commissio r 13k Staten - rant 2001 130,500 245,000 375,500 Cama 20 May 2002 ADD CHG PER FORM 5 -20 -02 - 2000 109,000 245,000 354,000 Cama SYI 1999 109,000 245,000 354,000 Cama 14 Sep 2001 TY02 HS1OS REMVD NJV 9- 1998 109,000 239,000 348,000 Cama 14 -01 19 Jan 2001 FOR SALE 01/19/01 $499,000 1997 109,000 216,000 325,000 Cama 05 Sep 2000 FOR SALE 09/01/00 $549,000 1996 75,000 75,000 Cama 10 Feb 2000 FOR SALE 2/4/2000 $589,000 1995 50,000 50,000 Cama 1994 40,000 40,000 Over 1993 40,000 40,000 Over 1992 46,000 46,000 Over EXTRA FEATURES ID# BLDG # SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 141165 86666 Roof Scr Por /Slab GD 0 0 711.00 V 24.34 17,306 1996 1996 6R 15,229 15,200 141166 86666 WOOD DECK GD 0 0 270.00 V 10.43 2,816 1996 1996 6R 2,478 2,500 LAND - - - - -- - -- ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 111335 MARSH VIEW 0 0 1.00 -G 200000.00 R2 200000 http: //boa. chathamcounty. org /DesktopModules/ ChathamCounty / BoardofAssessors /PropertyRecordCard. aspx... 6/8/2012 Chatham County Board of Assessors: 20'2 Property Record Card 4- 0013 -01 -010 Page 2 of 2 2012 Chatham County Board of Assessors 4- 0013 -01 -010 Property Record Card 18 HORSEPEN POINT DR TYBEE ISLAND BUILDING SECTION CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VALII 86666 -1 -2012 Residential 327,988 1996 MS 12.00 0.00 0.00 0.00 12.00 288,629 288,600 -- ---- - - - - -- ---- - - - - -- - -- i SECTION TYPE 1 - Main L AREA 2997 TYPE 1 - Single- family Residence • FRAME 1 - Stud Frame i STYLE 1 - One Story • QUALITY 5.00 • CONDITION 3.00 # UNITS 0 # OF BEDS / BATHS 3 / 3.00 COMPONENTS Units % QUAL R1 108 Frame, Siding, Wood 100.00 R2 208 Composition Shingle 100.00 R3 352 Heat Pump 100.00 R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures ( #) 13.00 R6 602 Plumbing Rough -ins ( #) 1.00 R6 622 Raised Subfloor (% or SF) 100.00 Nw. [Click for larger picture] R6 641 Single 1 -Story Fireplace ( #) 1.00 R7 701 Attached Garage (SF) 957.00 R7 701 Attached Garage (SF) 36.00 R11 904 Slab Porch (SF) with Roof 90.00 http: //boa. chathamcounty .org/DesktopModules / ChathamCounty / BoardofAssessors /PropertyRecordCard. aspx... 6/8/2012 U.S. DEPARTMENT OF HOMELAND SECUU ELEVATM '; CERTIFY TE OMB No. 1660 -0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION , For Insurance Company Use: Al. Building Owner's Name , Policy Number Thomas R. Ellis . A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NM Number 18 Horse Pen Point Drive City State ZIP Code Savannah (Tybee Island) Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 9, Horse Pen Point Subdivision, Tybee Island - P.I.N. 4- 0013 -01 -010 A4. Building Use (e.g., Residential, Non- Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 32.00139 °N Long. 080.85597'W Horizontal Datum: ❑ NAD 1927 ►.4 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 950 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b 140 sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes 14 No SECTION B - FLOOD INSURANCE RAZE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Tybee Island 135164 Chatham Georgia B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 13051'C' - 0213 'F' 9/26/08 9/26/08 AE 13.0' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ F1S Profile ►1 FIRM ❑ Community Determined T1 Other (Describe) GIS Mapping B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 '/ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ►Z1 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SMB '2S' -82 Vertical Datum 9988 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 13.8 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N /A. ►1 feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A. L. feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 8.4 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 13.6 ►■ feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.5 L feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 11.8 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including NIA. feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. . ¢! ` , ` a t 1 i I i i t t i e Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ai 0 t ' " • licensed land surveyor? ►.1 Yes ❑ No N. & s ° SST' • "• s Certifier's Name License Number : • • .G ST • •.° Carl R. Jackson Ga2555 2 ,,. Title Company Name Ga. Registered Land Surveyor Carl R. Jackson Land Surveyor, Inc. fff/// O � Address City State ZIP Code . a e 411 Pine Street /' Bloomin. dale Ga 31302 i " " Signature �� / °i ' ,/ s' m `° ' 6� , 1 r 2/21/11 988-3355 or 596 - 2189 ® r ��/ t Pl� ® � @ � r ti 7 ; NOTES 1) ANYTHING SHOWN OUTSIDE THE DEFINED BOUNDARY IS FOR ,,)' DESCRIPTIVE PURPOSES ONLY. 2) THE PUBLIC RECORDS REFERENCED WERE USED FOR THE 5 ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY 4 C\ j THEY ARE NOT AND THIS PLAT WAS MADE NOT AN A 3) GREEMENT BETWEEN THE \-1 / SUR VEYOR AND THE CLIEN T NO THIRD PARTY USE EXCEPT ® AS AUTHORIZED. I ph P 4 / 4) ALL WETLANDS ARE UNDER THE AUTHORITY OF THE U.S. ARMY G CORPS OF ENGINEERING AND /OR GEORGIA DEPARTMENT OF 9 NATURAL RESOURCES. NO DISTURBANCE TO THESE AREAS ,) o ' ALLOWED EXCEPT AS PERMITTED. O 0) s :50 O , 5) NO ENVIRONMENTAL OR SUBSURFACE INVESTIGATION TO INDICATE ' � 8 AREAS OF WETLANDS OR OTHER CONCERNS PERFORMED. 3 QO 6) PROPERTY SHOWN HEREON IS SUBJECT TO ANY /ALL APPLICABLE ® F V MUNICIPAL SETBACKS OR NEIGHBORHOOD COVENANTS. ®® / 6) js? 'LQ J • 4� �� � � A/ 4 > REFERENCES: , a �� ' Co / EY Q 64C / '<OV 6 A) N ''''AA.\, 4..„ DEED BOOK 219 'C ; PAGE 602 � D c � , - �0 rVCRETE SUBDIVISION MAP BOOK 2 '5', PAGE 82 8ZS0 / ORAL DRjk I ® ® 6 , 0 **,'" i LEGEND ' 5 9 ' CONCRETE WALK lill crTh 4 0 t ® CONCRETE MONUMENT FOUND ® °bug, Q / — X — SERVICE YARD / LOT' 9 ® � � � a y ® ®4O A/C Gj cc` 1 "I HEREBY CERTIFY THAT PURSUANT TO 0. C. G. A. 15 -6 -67, w THIS PLA T DEPICTS AN EXISTING TRACT OF RECORD, DOES NOT CREATE ANY PUBLIC AREAS, STREETS, OR RIGHTS OF ® 1, / WAY, AND THEREFORE DOES NOT REQUIRE APPROVAL OF " �' / ® ,! O ANY LOCAL GOVERNING AUTHORITY PRIOR TO RECORDING I FURTHER CERTIFY THAT THIS SURVEY WAS 'PV MADE UNDER MY SUPERVISION AND 7HAT IT O IS A TRUE REPRESENTA770N OF THE LAND /L AND THAT I T CONFORMS WI 77-1 THE MINIMUM 6 22 ry b STANDARDS REQUIRED BY LAW. ` S OO,, ,�h Ay If- CS R0 /4 � �GSSTERq . ADDRESS: 18 HORSE PEN POINT DRIVE FLOOD NOTE: PROPERTY IDEN77FICAT7ON NUMBER: 4- 0013 -01 -010 THIS IS TO CERTIFY THAT ACCORDING TO EQUIPMENT USED: TOPCON GPT 8205A TOTAL STA770N FEMA FLOOD INSURANCE RATE MAP: 135164 N TOTAL AREA: 44, 993.7 SQ. FT 1.033 ACRES COMMUNITY PANEL NUMBER: 13051 'C' - 0213'F' 7 1 100, 000+ / AND DATED: 9/26/08 THAT THIS PROPERTY �' -- PRECISION FIELD: 1/35, 000 PRECISION ANGLES. 05 PER ANGLE POINT IS LOCATED IN ZONE: 'AE' Wl7H A BASE 50 25' 0' 50' 100 � �Q� ADJUSTMENT METHOD: LEAST SQUARES FLOOD ELEVATION OF. 13.0 R. J AC� ` 6 �'' �/ PRECISION PLAT: FIELD WORK COMPLETED: 4/04/11 M. S. L 1988" DA lUM 1 CARL R. JA CKS ±, GA. R. L. S. NO. 2555 SCALE 1 " = 50' 411 PINE STREET PREPARED FOR: PETE & CAROLINE HUFFSTETLER �r BLOOM/NGpALE GA 31302 A SURVEY PLAT OF LOT 9 HORSE PEN POINT CARL R. JACKSON ON DRAWN BY C.R. J. CHECKED BY :: C.R. J. INC (912) 988 -3355 (912) 596 -2189 SUBDIVISION, 5th G. M. DISTRICT, TYBEE ISLAND, LAND SURVEYOR 1 N l� . FAX (912) 988-3356 SAVANNAH, CHATHAM COUNTY GEORGIA SCALE: 1" = 50' DATE: 4/04/11 J. JACKSON402®COMCAST.NET FILE: 11019 SHEET 1 OF 1 NOTES.' COPYRIGHT U 2011 1) ANYTHING SHOWN OUTSIDE THE DEFINED BOUNDARY IS FOR Cadman Designs DESCRIPTIVE PURPOSES ONLY. 2) THE PUBLIC RECORDS REFERENCED WERE USED FOR THE +_`�.>,a rz��^_ S t 'J= =�� = H A. a:!,r'"�ng' 0 ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY (/) THEY ARE NOT AND DO NOT CONSTITUTE A TITLE SEARCH. `. 3) THIS PLAT WAS MADE AS AN AGREEMENT BETWEEN THE �O SURVEYOR AND THE CLIENT. NO THIRD PARTY USE EXCEPT AS AUTHORIZED. ' 4) ALL WETLANDS ARE UNDER THE AUTHORITY OF THE U.S. ARMY `' (4.1 v CORPS OF ENGINEERING AND/OR GEORGIA DEPARTMENT OF I v s:: NATURAL RESOURCES NO DISTURBANCE TO THESE AREAS q)�Ll ALLOWED EXCEPT AS PERMITTED. 5) NO ENVIRONMENTAL OR SUBSURFACE INVESTIGATION TO INDICATE '( AREAS OF WETLANDS OR OTHER CONCERNS PERFORMED. __ _ _ �7 �� 6) PROPERTY SHOWN HEREON IS SUBJECT TO ANY/ALL APPLICABLE _� „11511� ---c V MUNICIPAL SETBACKS OR NEIGHBORHOOD COVENANTS. c LOT a sl S 60 °08 '00 '1 • ALL CONSTRUCTION MUST COMPLY , ;1 E +fi�gg pp ¢¢�aa AND 1 THE 9 �e OS ta.. �SVI ?H`0 i ^ k C T _.J L. A � 53 9 264. 04 ' c� FAMILY D LL1 : CODE E==.bTt 9 32. 4 ' �! — — ...___________ _____ E.,...A I M T . — °: ' w 3 A —A—D—D7T70--11\-17— --- — -- -- -_ -- - 10 , Bldg. Setback Lire •_ _ ircs.I ai c:::, h U.. 0 4.., 0 In2kalidions mud RI Nr) N—E -P-17-- i .....1,, , ;'_iv, inernatitni l lti rltalri: ''d o 12.6 `mid t;_ ' s9;'�7 ;5l' t' re R ig EFERENCES: 0 FIN. FL R. EL E / TO MA TCH EXISTING DEED BOOK 219 c, P:::::: I o, SUBDIVISION MAP BOOK$ lbaz Q.r1.r£xJ` s"8. ,,�,gJf wyt {c �: - �$ , , —X— SERVICE YARD I % i f$'' :q �y.ag i Z O I 5 LIJ 1j, / I { ' l HEREBY CERTIFY THAT PURSUANT TO O.C.G.A. 15-6-67, ,zn =r = t: /�� THIS PLAT DEPICTS AN EXISTING TRACT OF RECORD, DOES _} 3� _ { } ! q}1 '$ 'with se \ � NOT CREATE ANY PUBLIC AREAS, STREETS, OR RIGHTS OF T.-...,,.....H4.4*"4 £' ,,}.€'i ia' :x r WAY, AND THEREFORE DOES NOT REQUIRE APPROVAL OF r.,\.,H....4.4 bDM ,�,q,r,a ANY LOCAL GOVERNING AUTHORITY PRIOR TO RECORDING." 3: i ,Q �� ��,���,,� Z 71. l FURTHER CERTIFY THAT THIS SURVEY WAS Ni MADE UNDER MY SUPERVISION AND THAT IT \� 7 IS A TRUE REPRESENTATION OF THE LAND v Q WA AND THAT IT CONFORMS WITH THE MINIMUM Q I 11101. STANDARDS REQUIRED BY LAW h Q / TE 71 y / _ , /i - ss, - 3 7C-T1 7.r.‘44 o o -7.3 7-71 1 IS r \c,,, &Q I 7---‘ C N..„.1 \ lit& /,/ 11, 0 L0T 9 I, C� . } a h c o‘ V / \\(/ / C---) .Na 0 ctia) (1) CL I ■ 11\1 \INI P\°4 Tr\ cn ni v.._ , \j c4.-.4 ..,-_, . ,..-L Dr\ ii / OC i BRA G a 1 I v 1 0 a 0 / * 1- 9 P7 c / 4.?, N z / t, w in I z 1 O U 10 ' Bldg. Setback Line _1 ......, c� �fl 184. 4 ill .1..4 s-- 1 _ _ _ _ _ _ ill _ _ __ _ _ _ Q 8 30594 , N 62 °25 '09 ” w N O _F N ADDRESS: 18 HORSE PEN POINT DRIVE FLOOD NOTE.' PROPERTY IDENTIFICATION NUMBER: 4-0013-01-010 THIS IS TO CERTIFY THAT ACCORDING TO " ' EQUIPMENT USED: TOPCON GPT 8205A TOTAL STATION FEMA FLOOD INSURANCE RATE MAP: 135164 SCALE: I =10 TOTAL AREA: 44,993.7 SQ.FT 1.033 ACRES ' > JQ 77 PRECISION PLAT 1/100,000+ COMMUNITY PANEL NUMBER: 13051 C -- 0213'F' 1 A S ZT.I�'YE Y PLAT OF LOT 9, HORSE PEN POINT 1 a a 14 20 w PRECISION FIELD: 1/35,000 AND DATED: 9/26/08 !THAT THIS PROPERTY Q PRECISION ANGLES: 05" PER ANGLE POINT IS LOCATED IN ZONE: Af WITH A BASE SUBDIVISION, 5th G.M DISTRICT, TYBEE ISLAND, o FLOOD ELEVATION OF: 13. ADJUSTMENT METHOD: LEAST SQUARES 0 SAVANNAH, CHA TI-IA 1�1 CO ZTNT ; GEORGIA SHEET FIELD WORK COMPLETED: 4/04/11 M.S L. 1988 DATUM S 1 OF 6 — COPYRIGHT 02012 Cadman Designs ■ I ❑ ❑ 4 r-}- -r- - ■ ❑ - ❑ 72 0 v SIMPSON PHD-5-SDS2.5 4,' a Ii NSTALLLNAS PER MANUF.SSPECS. " ,� _ ��� II"I .. --- II #3.; o 4" THK. CONC. SLAB /, o " " 0 GRADE W/8"x8" TUNRED /,`�; i s.P 12'-8" 4!-O" / DOWN STOOP FTG. FIELD VERIFY � ;' 4/ a� ���■�- :�i�r�ii�1ii iiitiittii�i�iiii �ii�i1 /'4�% / v '�' wo DBL. P.T. 2x8 z/' ♦�. .,.,r QQ D a -1 u HEADER Ila ADDITION '' �( � tD ■ II FIN. FLR. ELEV. TO MATCH EXIST.I REMOVE EXISTING Ia ADJUST FRAMING TO STEPS TO GRADE AND ❑ �. s no I _ 4" THK. 3,000 psi CONC. ,i MATCH EXISTING SCR.n �"� - �� PREP FOR NEW. SEE SHTS. WI MI W/6x6 W1.4xW1.4 WWF ! I _ _ _L_-- PORCH FRAMING. Cv2 13 N ON 6 MIL. VAPOR BARRIER 1 FIELD VERIFY. Al & A2, , ' p N OVER TERMITE TREATED ■■ ( ,,,, o Num t 2'-O" CONC, FTG. NM COMPACTED FILL f i • al P.T. 2x8's '� •• 4) O as mil NM I I ill 12'-8" i 6'_0" �' 16"o.c. ���� n a LJ 8 CONC. BL C. I l!) - I 2,, OM traliallnrannanigill a L._ _J L REMOVE EXISTING ik. L littilt N ° r -U WASHER/DRYER CONNECTIONS= � y AND ADJUST FOR NEW ROUGH-iNS � - AS REQUIRED. FIELD VERIFY. i ii n N ---1 F---7� c1 r , r -, ----, I 4'-10" I 6'-3" I I l'-9" I - I I I I REMOVE EXISTING SHLVS. / - C Ir AND PREP FOR NEW / uWi \ r ('- 1 I I 1 ADDITION. SEE FLOOR PLAN It : t \\" 1 1 1 I-I SNT. A2. BE REMOVED.DOORS FIELD VERIFY Z 1 III I `-- r-r-- - AND RE-USE WHERE APPICALBE. US ° I 1(� -) I / 5 L i��I #i Iii EXISTING FRAMED WALLS ...-A `•••`•• c H ' 1.moL______)..1- I-I TO BE REMOVED, TYP. orlIS'i'IIIIII'IIII " 'VIII'' IPIIIri VIII ii �.'•I'111i11 ii 111111 'i'1c'�' r L----J r C--� r---� a 0 J ar0// / / NOTES: / !I I ' " I !!/ tr `�!fl Foundation Plan 18'-8" /!i // `>// 1. ALL MATERIALS BEING REMOVED MAY BE REUSED. CONTRACTOR " " r!t ! !! ' /!! SHALL FIELD DETERMINE EXISTING CONDITIONS AND COORDINATE ANY / /r�,_� ! / / , , SALVAGEABLE MATERIALS WITH OWNER PRIOR TO CONSTRUCTION. ! ! \J &... / / / / / / / / ! GENERAL NOTES: /,// - �``� !/r tl/// 2. EXISTING ROOF STRUCTURE TO BE REMOVED AS REQUIRED FOR 1. SEE SHEET Al FOR SHEARWALL AND HOLDDOWN ANCHORAGE LOCATIONS. r ! / ! NEW ROOF CONSTRUCTION. REMOVE ALLP EXISTING ROOF OVERHANGS & EXPOSE 2. SEE SHEETS A4 AND A5 FOR SHEARWALL AND HOLDDOWN ANCHORAGE DETAILS. // C.::-.4.-_,�� //// EXISTING TOP PLATES FOR PROPER STRAPPING & HURRICANE CLIPS AS PER CODE. Q FOUNDATION NOTES: A/l J/// 3. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL IMPROVEMENTS. 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLASH IS NOT ALLOWED IN THE r/!�! l 1!l ! 4. ALL CONSTRUCTION SHALL BE IN COMPUANCE WITH 2006 IRC & SSTD-10-99 CODE CONCRETE MIX. i/Ill /! / ALL CONTRACTORS SHALL VERIFY ANY LOCAL GOVERNING CODES AND SHALL o 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98%, UNDER SLAB: 97%. / COMPLY WITH SAME.3. SOIL BEARING VALUE: 1500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60.5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER �' 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: existing and Demolition Plan m FOOTINGS (BOTTOM AND SIDES) 3" CLEAR a SCALE: 1/4"=1'-0" =_- PIERS OR COLUMNS BELOW GRADE 3" CLEAR a PIERS OR COLUMNS ABOVE GRADE 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER s"' CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY c4-. a) ABBREVIATIONS PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING CODES AND I +'' ASTM C-1116, TYPE III. _ o 8. VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. ABV. ABOVE MIN. MINIMUM o -, 9. BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. A/C AIR CONDITIONING +� SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS. / N.T. NTT 4.)aCi �; '5 A.F.F. ABOVE FINISHED FLOOR N.T.S. NOT TO SCALE 10. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION AMSL ABOVE MEAN SEA LEVEL OC. ON CENTER ,4 v WITH THE PLUMBING CONTRACTOR. B.C. BASE CABINET 0 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. BRG. BEARING O.H. OVERHANG c3 p v BTWN. BETWEEN PAN. or PANT. PANTRY ° x° BM. BEAM CAB. CABINET P.C. PULL CORD ( - ,fie cc) CAR. CARPET PK. POCKET CATH. CATHEDRAL PL. PLATE Typical Interior Finlshes: CJ CEILING JOIST PLWD. PLYWOOD cu CLG. CEILING PSF POUNDS PER SQUARE FOR Z a3 a (Locations as Required - Field Determine). P.T. PRESSURE TREATED a CLO. CLOSET c� DRYWALL: PAINTING: CMU CONCRETE MASONRY UNIT R/A RETURN AIR o C.O. CASED OPENING R&5 ROD AND SHELF c3 CONC. CONCRETE REF. or REFG. REFRIGERATOR 1. UNLESS OTHERWISE SPECIFIED, ALL WALLS BE OF GYPSUM WALL BOARD. 1. ALL WALLS TO BE PAINTED 1 COAT FLAT LATEX. REINF. REINFORCING a ALL JOINTS SHALL BE TAPED, COATED AND SANDED. SANDING SHALL BE DONE WITH VACUUM CT. CERAMIC TILE RM. ROOM z CTR. COUNTER H OPENING ROUGH OUG > ATTACHED SANDERS, CONNECTED TO FILTERED, DISPOSAL CONTAINERS. 2. ALL CEILINGS TO BE PAINTED 1 COAT CEILING LATEX. D DRYER R.O.R.O. REQUIRED can DBL. DOUBLE RM. ROOM 2. DRYWALL SHALL BE NAILED DIRECTLY TO STUDS rt 8" o.c.IN WALLS AND 7" o.c. IN CEILINGS. 3. ALL TRIM TO BE PAINTED 1 COAT OIL-BASED ENAMEL. DJ DOUBLE JOIST S. or SLP. SLOPE ON. DOWN SF SQUARE FEET DW DISHWASHER 3. APPLY DRYWALL HORIZONTALLY WITH FACTORY (PAPERBOUND) EDGE ABUTTING THE TOP 4. VERIFY W/OWNER FOR ANY SPECIFIC PAINTING INSTRUCTIONS. EA EACH SH. SHELF o cNi EDGE OF THE TEMPORARY NAIL SPACER TO ALLOW A MIN. 1/4" SPACE BETWEEN THE LIP OF SHLVS. SHELVES / SHELVING = r- TUB AND DRYWALL. 5. ALL EXTERIOR PAINTING TO BE SHERWIN WILLIAMS DURATION. COLOR TO MATCH EXISTING, OWNER TO VERIFY. EXT. EXTERIOR SHW SHOW EXIST. EXISTING SHW. or SHOW. SHOWER ra., o EW EACH WAY S.L. SIDE LITE z 4. REPAIR ANY & ALL DRYWALL IN EXISTING ROOMS AS REQUIRED. USE SAME MISCELLANEOUS: END. FOUNDATION SPECS. SPECIFICATIONS .r METHODS AS DESCRIBED ABOVE IN ITEMS 1-3. FJ FLOOR JOIST SYP. SOUTHERN YELLOW PINE ct z 1. INTERIOR DOORS SHALL BE PANELED, SMOOTH MASONITE, HOLLOW CORE, W/HARDWARE TO MATCH EXISTING. FR. FRENCH SQ. SQUARE "ri a FLOORING AS DIRECTED BY OWN FTG. FOOTING ER: GL. GLASS T TILE 2. INTERIOR WOOD WORK SHALL BE PAINT GRADE, PRIMED AND PREP TO BE PAINTED, UNLESS T&G TONGUE & GROOVE O H.B. HOSE BIBB TRANS. TRANSOM Gi, 1. TONGUE AND GROOVE PREMIUM GRADE WOOD FLOORING TO BE INSTALLED AS PER MANUF. NOTED OTHERWISE. HGT. HEIGHT TPD TOILET PAPER DISPENSER "0 o SPECIFICATIONS. HEAD. HEADER = TB TOWEL BAR cn 3. ALL INTERIOR TRIM MOULDINGS TO BE VERIFIED W/OWNER PRIOR TO CONSTRUCTION. HVAC HEATS, VENTILATION & A/C UNIT T.P. TOP PLATE ct3 2. WOOD FLOORING SHALL BE NAIL DOWN, INSTALLED PER MANUF. SPECS. PRIME AND PAINT W/1 COAT OIL BASED ENAMEL. JST. JOIST TR TOWEL RING = Q K.D.A.T. KILZ DRIED AFTER TREATMENT TYP. TYPICAL 3. INSTALL FLOORING AS PER OWNER. OWNER SHALL SPECIFY TYPE, COLOR, AND STYLE. KW KNEE WALL U,N.O. UNLESS NOTED OTHERWISE I I'. TILE SHALL BE FINISHED AS PER MANUFACTURERS SPECIFICATIONS. WINDOW / DOOR NOTES: LAUN. LAUNDRY V VINYL C> a UN. LINEN VERT. VERTICAL E 0 4. ADHESIVE SHALL BE WATER-SOLUBLE, MULTIPURPOSE LATEX ADHESIVE. APPLY AS PER MANUF. 1. ALL DOOR HARDWARE TO MATCH COLOR AND TYPE AS EXISTING. LVL LAMINATED VENEER LUMBER W WASHER N SPECIFICATIONS. VERIFY CORRECT ADHESIVE FOR TILE SELECTION. MAX. MAXIMUM 1N/ WITH Q N 2. ALL NEW DOORS TO BE KEYED TO MATCH EXISTING LOCKS. MANUF. MANUFACTURER W.G. WATER CLOSET (TOILET) b4 o MBL. MARBLE WD. WOOD G 5. RE-SAND & REFINISH EXISTING WOOD FLOORING WHERE DIRECTED MED. CAB. MEDICINE CABINET W.I.C. WALK IN CLOSET - -� 3. ALL HARDWARE TO BE COMMERCIAL GRADE WITH DOUBLE CYLINDER FUNCTION ON ALL DEADBOLTS. BY OWNER. MSL MEAN SEA LEVEL W.H. WATER HEATER MECH. MECHANICAL WWM WELDED WIRE MESH 2 4. OWNER TO APPROVE ACTUAL WINDOW TYPE AND STYLE PRIOR TO ORDERING. MC MEDICINE CABINET W WWF WELDED WIRE FABRIC MICRO MICROWAVE OVEN w YP YELLOW PINE I- < r::, SHEET Al 2 OF 6 f' ELECTRICAL LEGEND g COPYRIGHT ©2012 Cadman Designs t ❑ ❑ ❑ ❑ _ ', - _ Gm RECESSED INCANDESCENT CP OUTLET 110v. ,` f . r ❑ � { CEILING MOUNTED FIXTURE 4FI OUTLET W/GROUND FAULT ❑ t' .I- - WALL MOUNTED FIXTURE OUTLET WATER PROOF . $ SWITCH SINGLE POLE MD ❑ � RECESSED INCAND, VAPOR PROOF ' =' ` j: $3 3-WAY SWiTCH 1W OUTLET (COUNTER HGT. MOUNT) %�;.�;, SM•KE :;.•;0• RECESSED FAN/LIGHT `� SMOKE DETECTOR ❑ 3 FLORESCENT FIXTURE 0 THERMOSTAT 1- WOOD STEPS TO GRADE. 1 -' ' 0 < FLORESCENT BULB © TV CABLE/CAT-5/COMPONENT/HDMI JACK [] 6'-4n 12'-8" 6'-4" a V 411x4$ P.T. 5 4 DECKING. a p vii PHONE JACK "PA ++�.:�.ti�+�r+-�;o�$ ';:;.;+;��..;;2;52∎ � MATCH EXISTING SCR. I( 02 I��. CEILING FAN G:,ti.*. ,��.� .. / V FLOOD LIGHT Wj ,;: .« PORCH DECKING, TYP. MOTION DETECTION r ; CEILING FAN W/LIGHT FIXTURE ''�.• NEW FRAMED y WALLS, TYP. �n E.,.... .,_ . .. ro tt:. .t -a r• ,e, Guest Suite / ro DIRECTIONAL CAN LIGHTS >'�,, , �y �1 ii•-•*'iiL4•Oi+i+`"iO+iii' +s+ii+i'i+i�0i;a�•'4'%;iii+'i i;i i;� ',l• • it (WOOD) +� i q w iii i ' ii £ i;i• T moat. t riA8 I s wields Gulch 8i iIi ale. oa .""' ��G ® 4 General Electrical Notes: P.1 ••,;� Ic� p«. if w ® y hallway 44. 1 �" ` ,+0 > n ) O' , " , n ,r.g �' 1. ELECTRICAL CONTRACTOR TO FIELD VERIFY AVAILABLE * 1`' ---- '+ ). (WOOD) of 'a., . � , CONNECT TO -X 12-8 2-0 4 O '" CAPACITY OF EXISTING DISTRIBUTION PANEL BOX AND PROVIDE i%4 '.. :a ''' °" �..� /' _ EXISTING LIGHTING ��,�.. O ADDITION AMP's AS REQUIRED FOR THE SAME. :• c = FIELD VERIFY. is 25x4 8 i • a 2. MINIMUM 12 GAUGE ELECTRICAL WIRING. USE ONLY SOUTHERN 4. *: ae O >�< +,�. b p� BELL PHONE LINES COORD, SEPARATE PHONE LINES FOR FAX 4.fit : o � ° AND SPECIAL PURPOSES W/OWNER. ;:;_ 641 cv ,°;,' o v ' f tU AO Di I . , n V-2" , n r n 1 I , n ' u �;. 0;; [� t;. 4 2'-8" 5-0 d 4'-4" 1 co 3. PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES ETC. ;:+ �:•< „` 2$x6 8 / °' NOT SPECIFICALLY SHOWN. ,4 .-. - . -.�.' ' Guest Closet :* 24x6 $ ! �� 4. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE •� CARPET - - __ __ _�_ �.•. ( � P. 24x6 $ _� s �.�„ - -- )•i SMOKE 44 ril =" 1 r�Y•� I 8 8 1 s' r�� :;t •2•' ��� .o 2x6 PK AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE t;4, -I > ++._ �� rt 1 I I I- ❑ STANDARD ELECTRICAL CODE. 4 •- • - - • ( V) ' Y,, _ Y? �; ; 3 $ -;+;+; .•c - " fv�� 7:0.41" 11i O ..r 2 2X8 W 1 2 PLWD. BTWN,5. OWNER TO DIRECT LOCATION FOR SURROUND SOUND AND OR >o+ - �I ---- - - - �.•• ,v / /ANY LOW-VOLTAGE LIGHTING PRIOR TO CONSTRUCTION. *.• 1 ( .j ■_ ;;; �� n i 3 CEILING BEAM, FIELD VERIFY. to 6. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION FOR ADEQUATE '•'` '''` `•" ''•` 1 ,_k ..j,_. -�,..� ,. ;� Laundry ELECTRICAL SERVICE FOR GUEST SUITE ADDITION AND INTERIOR RENOVATION, ;;t `- 1 : % 1 TILE OWWER SHALL SPECIFY. _ A / ;.;• l f ,� , imp z -� \I, + A'•1:11 +i iar�+•��f*.%+•�*+•. �Ji 0•'' -"V'a POi i i 4'''Q4+'i i• il.Z.s•+++❖s.7+•.1+++�+��+��tp*�•.�+�+j 0 • Qa. +,..ti .+..�,......,.�,. ..e..c+e ?r:... 7. ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX FOR FUTURE ea d•, -��' S ;•;'' +4;• 1 0 �,,,,�� c,� ADDITIONAL LIGHTING. OWNER TO SPECIFY. .; yI, +,+� 1 ce ** 0 vio 8. CEILING FANS TO HAVE DIMMER SWITCHES. ;g: {_ 1 ' " " 4 v. �Is::l 1 1 8-1 1 O-7 0 9. ELECTRICAL CONTRACTOR TO WIRE FOR FUTURE SURROUND SOUND 42:5 ;55t ia; ttAt,�0tLI?s�+',AAA, j•, :���%'.��.;�:+.:�,:'..S,SS:,S S, .,w :�;•'.'�;+S 18'-8" AS DIRECTED BY OWNER. /*****44*(/ tot...44400 I 4" Guest Bath FURR FRAMING (TILE) TUB AS PER MANUF. SPECS, INSTALL CULTURED �:,, ,, _ floor Plan MARBLE SURROUND OR AS III , �s "" `' �; PER OWNER SPEC. N orft2vIaf: ! 2e. , ota -iiki Electrical floor Plan 1 r , -..;, kx " a . x a , a � 51�a`,g, _ SCALE: 1 4 =1 -O. a vpl win 4 EI M - i,.a i I 1/4"=1'-0" 3 .a, SCALE: 4 c_. b, :F l; .r;, Q • � fP'ssr . f�'--° '. . . , It 4 � � • P,£'.x stir f �..,%1 ii .s .:L��,i V li.-'-:j� '3.i ,�.1nr1S, }.: :10Tz-; ..J-_.«. U'.,•.ti -'a J., 4,� vT S> 'TIT: 1 C :,.-�.. p g O ,,,,,,,,cation .V..y i i .,. ; . r y_ a,.t.a Jn �°�k� 7 s.`F., iav d ' *�'Pl E; $ - - - I `..ems Z GF� ,.. 4 rn, s....e �,+ pad t, y ( - .- r...0 S:-..-...<_ v.wr_ d .,. _.E -e, «.nq l�s'+2�w9 v E's �s5 f=+. °e2H @ fadC'«"' ."'. t p..-` 5 a,.=- �,,, ,�-, `°-",'.e r; 7,r. ;,1,„,„.3t , ii ; kd n , ,'p °/ O v :7D-$ratsM.- 1,� R'� I ❑ 0 ' m ❑ ROOF CONSTRUCTION: z Wall Legend Q ', 1. RAFTER - 2 X 8 • 16". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. ` . 0 a � II r '' 2. COLLAR TIES 2 x 4 16" 0. C. AT ALL RIDCCS. ;- F�.a cE I NCL , ` ' 2x4 FRAMED WALLS N 3, 0 INDICATES LOCATION Of RAFTER BRACE AT RATTER LEVEL. 11.E NOTE TO FRAMER: ADJUST ROOF OVERHANG o 4..' TRANSITION AS REQUIRED TO MATCH EXISTING _ _ - - - - - - - - - - - :%A±:;:;;.;:;��`r,:*.,:::A%I�•'%r.;:$ 2x6 FRAMED WALLS 6. ARROW INTO BRACE INDICATES A VERTICAL OR ALMOST VERTICAL BRACE. t� nl 6, ALL BRACES ARE 2-2 x 4 NAILED WITH 16 PENNY NAILS 09 O.C. VERTICALLY FROM TOP TO SHEARWALL -' Ii 'v -� FASCIA. FIELD DETERMINE ROOF SLOPE TO MATCH 9" c,_, VA �.• -section "� , EXISTING PLANES. 10' - `+-" ° zCGt10 i , 1,i 5 Lion 2 BOTTOM. BRACES LARGER THAN 14 MUST BE BRACED HORIZONTALLY. - i +� "` 4I ° -$ 7. ALL HIPS AND RIDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE, SEE SHTS. S4-S6. _ -. . ._ _ ,-- - ." , _ . _ _ _ - I I EXISTING FRAMED WALLS x C 9. RAFTERS CAN BE SPLICED OVER SUPPORTS WITH 2 - 2 x 4 BRACES. s~ a 16P NAILS Floor Plan Note: to o ?'� 1 11 9"o.e VERT. i-. p Lt3 o ill : z., ad 3 1. ALL NEW FRAMING TO BE 2x6 EXTERIOR AND LOAD `�7 ° ; ■- 2-2x4 BRAE BEARING WALLS, (NOT SHOWN). Z EI t1• C , � 4 t. „'3 ba IJ 'x„z ° ° s 2. ALL PLUMBING WALLS TO BE 2x6 FRAMING. G1�, 4 I M 11. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. •( " : ; I ;r,A� q ' " i`'r �j } a < ,���• !1 gt ;rt 1 ax �■�■�: 12. WITH NO ROOF FRAMING PLAN - ra "I; ^ �t t} �}� } Q� .�i, ; , USE 2 x 8 0 16" RAFTERS, S°P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14'-O" ..'A &• b , . , 3. ALL HEADERS, JAMBS, AND SILLS TO BE I -U MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L 180. USE 2 2 x 6 HOGS AT #"' t%' a r;> 1 _ . / J J �€t#� �I.��; r= ', 1�td+�"•;�i;� �.;•,'� ,..t,,,,,,,,.. � , PRESSURE TREATED FRAMING. _ i I I RAFTER WITH 2 2 x 4 BRACES AT 6 FT MAXIMUM C ACINC, CARRY BRACES TO PARTITIONS/BEAMS , '°g •I • >'�t i � I,:µ' .c{ CI 1z V� .. r t F+ 3 1 *�_� OR MINIMUM 0f 2 2 x 6 110GS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES VALLEYS ETC, A r 'U° .J '` to ,1, Y is .Y ; ,5. <., .;, z ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION MATH A MINIMUM OF p r,•=%ir j-,,,, ;• e , �;r �1 '. 2 7,>f8: 4. REFER TO CABINET CONTRACTOR DRAWINGS FOR ACTUAL z I ill 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. `'° ' '° t t' a` LOCATION AND ACCURACY FOR THE SAME. ��� i `NEW ROOF ADDITION. ROOF PITCH ' I I �� v`ti TO MATCH EXISTING 3:12±. FIELD VERIFY i l'l PRIOR TO CONSTRUCTION. 4`({ I 5. ALL WORK SHALL CONFORM WITH THE CURRENT I Ili EDITION OF THE INTERNATIONAL BUILDING CODE, I I FRAMING CONSTRUCTION - OTHER TI IAN ROOF THE SOUTHERN BUILDING CODE AND LOCAL CODES. 1�NOTE' ,� CI 1. ALL WORK SHALL CONFORM TO LOCAL CODE REQUIREMENTS. �N ALL ROOF OVERHANGS TO MATCH "' '�"�""' imisimnommi 2. ALL JOISTS, GIRDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 UNLESS NOTED OTHERWISE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION cn , Ni i 3. ALL OTHER LUMBER CAN BE SPRUCE 42 UNLESS NOTED OTHERWISE. WITH LOCAL OR PRIVATE UTILITY COMPANIES OR AGENCIES EXISTING 2'-8"± FIELD VERIFY. 4, STEEL BEAMS MUST HAVE MINIMUM 5-2x6 STUD JACKS W/BLOCKING 0 MID-HOT. UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. FOR RELOCATION OF,OR CONNECTION TO EXISTING UTILITIES. O O PRIOR TO CONSTRUCTION. , z E 5. MICRO-LAM BEAMS MUST HAVE MINIMUM 3-2X6 STUD JACKS W/BLOCKING 0 MID-HOT. UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 7. FLOOR FINISHES TO MATCH EX{STING OR AS NOTED; FIELD VERIFY. I 6. ALL WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS ,.0 E DETAILS SHOWN ON PLANS. z 7. ALL RAFTER BRACES MUST HAVE MINIMUM 2 STUDS FROM PLATE TO FOUNDATION OR BEAM BELOW THEM AT ALL FLOORS. 8, ALL EXTERIOR WINDOWS AND DOORS TO MEET MIN. 45 (min.} DP RATING. c NO BRACES ON CEILING PLATE WITHOUT STUDS DIRECTLY UNDER THEM U.N.O. , c) III 8. WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2" x 4" LADDERS 0 16" O.C. MUST BE PLACED WINDOWS TO BE ALUM, CLAD OR AS PER OWNER. ACTUAL SIZES TO BE VERIFIED BY MANUF. g 11 i11t PERPENDICULAR TO THE TRUSSES TO SUPPORT�THE PLYWOOD DECKING, 2" i I _l.i1■ iwr ii ill 9. ON ALL OPEN WEB FLOOR TRUSSES OVER A 10' SPAN A MINIMUM SINGLE LINE OF 2 x 4"S SHALL BE NAILED Z � . I TO DIAGONAL MEMBERS OR VERTICAL MEMBERS IN THE APPROXIMATE MID-SPAN AS A LOAD DISTRIBUTION MEMBER. 9. THE TOP JAMB OF EXTERIOR DOORS AND WINDOWS SHALL A�. 0 II i I;, I'j1l1 _ 10. HEADERS SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS: MATCH EXISTING HEIGHTS UNLESS OTHERWISE NOTED. _cn .1` I TM � r 1 i (a) INTERIOR - U '��1PP13 S 'I�I,tI' - Yr (1) SPANS UP TO 2'-6" 2-2x6'3 .� Q ��� 311 " - 10. ALL DOOR AND WINDOW SIZES SHOWN ON THE � `� Ij,l (2) SPANS 2'-6" TO 3-6 2 - 2x8 s PLANS ARE 'MARVlN CLADMASTER TYPE.' +-e I _ :_ 31 � . '1I (3) SPANS 3'-6" TO 6'-6" - 2 - 2x10's C,? (4) SPANS 6'-6" OR MORE SEE PLAN 11. CONTRACTOR SHALL FIELD DETERMINE RE-LOCATION FOR ANY EXISTING I aft j(j AININJ� 1 (b) EXTERIOR " COMPRESSORS/EQUIPMENT AS REQUIRED, FIELD VERIFY PRIOR TO CONSTRUTION. W U (I;� 11 (1) SPANS UP TO 2'-O" - 2-2X6's 12. COVER ALL EXISTING WOOD FLOORING SURFACES DURING O -- r , (2) SPANS 2'-4" TO 3'-O" - 2- 2x8'3 `'1--- ]� U f . (3} SPANS 3-0 TO 5-4 - 2-2X10 s CONSTRUCTION O N � M _ _ - � (4} SPANS 5'-0" OR MORE SEE PLAN 11. USE 15/32" CDX PLYWOOD EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL Q N NAIL PER CODE REQUIREMENTS PER DETAIL 1/A11, o s O U M w 0 Roof Plan it o SHEET SCALE: 1/4"=1'-0" A2 3 of 6 a; R-30 BATT INSULATION COPYRIGHT ©2012 Cadman Designs CONSTRUCTION NOTES ROOF FRAMING: FIBERGLASS - ASPHALT TAB SHINGLES OVER 15Ib. FELT OVER ICE & WATER 1. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 6 © 16" 0. C. UNLESS NOTED OTHERWISE. SHIELD ON 15/32" WOOD SHEATHINgG. ,r,r 2. RING SHANK NAILS TO HAVE RND. HEADS. -i° irs34 �D - f 3. PROVIDE WOOD STRUCTURAL PANELS FOR EACH OPENING AT WINDOW, DOORS AND SKYLIGHTS, PANELS WILL BE 0 7/16 l ° 4> ,. t-°� a� f�� �' b,:�, ;. � s , � o }.., R,,�i: ,�'e ` ' ij`` FIBERGLASS SHINGLES THICK AND INSTALLED AS PER LOCAL CODE REQUIREMENTS. r-'` e�,, ,, :,f1; ;,.,t:Foil woo 4. ROOF SHINGLES MUST HAVE A MIN. OF 6 FASTENERS (SSTD 501). r-''r �� "' '` t TO MATCH EXISTING 5. ROOF SHEATHING SHALL BE FASTENED TO ROOF FRAMING USING 8d GALVANIZED COMMON, OR 8d/10d RING SHANK NAILS " �` .' ` z `` T ''" rte' ff , rr i • 1 i3 � FILLED �lia;t r'ys1.,J�''`r`ii''f"`t:' '' is -; � . » CP 6 o.c. @ EDGES AND INTERMEDIATE FRAMING. FASTENERS T OBE 4 o.c. ® GABLE ENDS. • 11.1 i �= = -}�: >'., 4� ....�_ 2-$ 12 6. RIDGE BOARD TO BE NOMINAL 2x. THICKNESS NOT LESS IN DEPTH THAN THE DEPTH CUT OF THE RAFTERS (SSTD 307.1.3) MATCH '� 3 I _ ____ �~ 4-10d EXIST. 2-HURRICANE CLIPS © EA. "r-'f•- G• \ -�'''�`-- r� 0. 2x6 COLLAR IN UPPER 1/3 \ RAFTER (SIMPSON H2.5A 12 -'""--@ 16 OF ROOF © 32"o.c. MAX. ai • OR APPROVED EQUAL) "r-' ZX�'s a 0 o 3 a al '04 3/8" AC SOFFIT W/ Apt 2" CONT. VENT ,,- —SIDlNCR TYP. E X I S T I N G i I r,r i....... ° RESIDENCE �(Es orri IiT: : ,..._ rig;:.--;‘ ,',::•411,n ) f' r W " rr 4 1 ."° - , A E•pl.. Cil TOP PLATE / A ca rat 2x8'S JOISTS � 16"o.c. p" ® • :1X4 TRIM MATCH EXISTING FIN. FLR. ELEV. o .1)` MATCH EXIST. 2-2x6 TOP PLATE SEE SHT. A5 FOR „.,} o 1 x 8 TRIM MATCH EXISTING E XT STR C T SHEATHING NAILING PATT E R N \f.. ti :STtJC C O FO1 D 0 o 6" CONT. FRIEZE 1/2 SHEETROCK s ,w _`': MATCH EXISTING• Q? a• . MATCH EXISTING C WALLS AND R-22 BATT INSULATION Ix MATCH EXISTING , CEILING CONT. WATERTABLE, MATCH EXISTING (f) f NEW GUEST SUITE ADDITION z "TYVEK" MOISTURE r L :z. • S i_ o$ i ter, , „' �_ BARRIER OVER SHEATHING '.� :`�I ;� � �{������ `}°#. Front Elevation t.F g+ '� e I TF R ' ° z LAPPED TO DRAIN. �.A3�INT.y���1�L��,;s�.�;�'�`� ���KI.�. SCALE: 1/4»=1'-a" 0 i= : :MED AND FIREEL0c!�_x Afl C-t�-, ;. ... �- z U ff "si E.(TE +".:H `JA$La, z 0 = 15/32 OSB SHEATHING (SEE DETAIL d- z A5 FOR NAILING PATTERN) EXTEND F= 1/2" BELOW FINISHED FLOOR, TYP. x Z SEE SHT. A5 FOR EXT. STRUCT. w 0 e"p �� SHEATHING NAILING PATTERN ■--�''-.*----2x6 PURLlNS @ MID-POINTS gin hd. Exl� .; _ � ,j , w tit O O AND ALL OSB SPLICES cro: , l9 with a e I-- FIBERGLASS SHINGLES ct > EROS <� �u. IY kl i SIDING >-,, 4.,oc., TO MATCH EXISTING bra- tz - -- o 'D 10-vi fATH EXISTING ■- R-13 BATT. INSULATION ;$; ;bda . -. D. it 'iE LENGTH SHE WALL NEEDED R:j, 12 f » ST :P DTE �is: E BY 1` HOME ?. o _ AI�rr.._. 3 2'-8" a :# D THICKNESS MATCH w €a AT ( H 2O E I` � G M s. •. EXIST. 4" CONT. CEDAR— l� 1 /2 I ci .. it a NOM A . . :i. _ . : ,.,, 0 TRIM, TYP. �"= IN AI' �; y w 5p .....:3 !ilea g . 2x6 BOTTOM PLATE , KM 1 II 111 REF. SHT. A5 FOR EXT. SHEATHING + _ $. styI CI IC- ANAI i:-.` ; ` t ':', 4 THK. 3,000 psi CONC. I♦----\NAILING PATTERN © BOTTOM PLATE NIN P. PO OF .. l : 1 T W/6x6xW1,4xW1.4 WWM —' f ■ i . cz 2xP.T. WATERTABLE Q 15° CUT '� '.;tY , a _C� MID-DEPTH ,W/1x10. FLASH AS REQ Q. I a • I♦_ • MATCH EXISTING DBL. LAYER 6x6xW1.4xW1.4 WWM I ■ II 1111 1• 1 wvcr op 3'-0" WIDE AROUND PERIMETER �� �? z° \ 4 FIN. FL. MATCH u u n Ill a I 6" CORNER anintimi EXISTING - SEE PLANS _ _ m� ! ■ BOARD, MATCH EXIST. III o al I I-H WI -C -e COMPACTED OR UNDISTURBED SOIL FREE �� _ FIN. FL" a EXTERIOR STUCCO OF ORGANICS MIN. LOAD BRG. CAPACITY ■� 1•��•� MATCH il IST• = I ' >- FOUNDATION MATCH EXIST. --' OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR.„It j-. "s. W 1 1-'1 ce LAJ 1111 ° �} ° WOOD STEPS STUCCO FOUNDATION o N a a #5 VERT. REBAR 0 8 -0 O.C. W/90 TO GRADE MATCH EXISTING v w / 1. HOOK INTO BOND BEAM (25” MIN. OVERLAP CONT. WATERTABLE, o : ALL CELLS CONTAINING VERT. WITH FOOTING DOWEL)(VERT. REINF. REQUIRED MATCH EXISTING x o° Q REINF. MUST BE FILLED W/ IN ANY WALL MORE THAN 2 COURSES HIGH). > Rear Elevation 2500 PSI MIN. GROUT a NEW GUEST SUITE ADDITION SCALE: 1/4"=1'-O" Q o al o FINISHED GRADE (VARIES)--- • • ° o t. #5 FOOTING DOWEL ® 8 -O ac. W/90 z, 00 ff HOOK, 6" MIN. EMBED INTO FOOTING (25" , 1 b C •I `-',MIN. OVERLAP WITH VERTICAL REINF.) - w a, wo MI MI C z c a ° o ajl %'i ;r w i< c„,.> #4 HORIZ. REBAR �. Y cJ� co. i tf5§i� , f P1', -f4 @ 24"o.c.-----><1/4—:.' . ... L'?.-'''' P )Zy/ Z 7 ! , f FIBERGLASS SHINGLES ilf 2'---0" �`` TO MATCH EXISTING 12 3,000 p 3 5 ONT. REBAR (LAP r— �-- 2'-8" N CONC' " TE FOOTING 25" AND BEND 25" @ CORNERS) �� MATCH p No EXIST. U . _ _= TYPICAL WALL SDP:' ION t; A3_ a0 NEW ADS �i I . cc SCALE 3/4"----4...."-- " o c� I�1 1 , o ;,..-i _' �'�"' PIA 4, i3 c.� 4t 5 t ' t`_ _ CEDAR LAP , �. i — i d: .,4r?°- ': SIDING, TYf'. °° �, 2 E , o 0 OIOLITI — �a ON GF Ai,Yc I 6" CORNER PEI's F MA RE UI E NTti _—......_. ..—.._.._..._.,._.._w,. ___ ..._ ° - BOARD, MATCH EXIST. w O ¢• MINIMUM FOOTING 23 INCHES J WI CCU N Y , 5: S;iES THICK "ITH 2 }` RE A=:: FIN. FLR. ELEV. BOTTOM OF ? s 3 , > N 24 INCHES BELOW FINAL (-'I-- =-� --==---f - - W O g$ f44 eQ 4' A.. '' i N I Able- 4 f .a w B wn '`r'• S F ATlON TUCCO OUND A-6 izivii) :MATCH EXISTING t-) >`cL) X w CONT. WATERTABLE, < MATCH EXISTING Left aide Elevation NEW GUEST SUITE ADDITION SHEET SCALE: 1/4"=1'-O" A3 4 OF 6 • COPYRIGHT ©2012 Cadman Designs 7_ _ _—_. '- �1 (2) SIMPSON (2) SIMPSON , LSTA24 STRAPS • LS STRAPS 1 IAN 2OROW NAILING AT HEADER TO , • AT HEADER TO • PATTERN @ TOP OF STUD AS ` •• ', STUD AS NW• ji HEADER AND TOP• SHOWN (TYP . --- SHOWN (TYP ', .,s, r STRAPSPA�NHEADER4T0 PLATE FORFNAILINDETAIL G , I HEADER BEAM CONTINUOUS OVER SHEARWALL AS ( HEADER BEAM CONTINUOUS OVER SHEARWALL AS • STUD AS SHOWN (TYP) PATTERN I SHOWN (SIZE AND TYPE VARIES PER OPENING I SHOWN (SIZE AND TYPE VARIES PER OPENING , ( ) ',• • �- •- TYPICAL 11111 OPENING WIDTH VARIE TYPICAL OPENING WIDTH VARIE EADER BEAM �" • , 10d COMMON NAILS SHEARWALL SHEARWALL I ® 6" VERTICAL • CONTINUOUS 5, o PANEL PANEL OVER SHEARWALL d FRAMING.C PROVIDE SOLID SPACING AT EDGE • 42-0" AND TYPE VARIES 1!, — If co o•�, • • AS SHOWN (SIZE ,_., 2 2x HEADER AT TOP (2) 2x HEADER AT TOP • . BLOCKING BEHIND WALL M N PER OPENING) o •0 ( ) STUD AS REQUIRED AND 10d COMMON NAILS . •a• (2) 2x VERTICAL EACH SIDE (2) 2x VERTICAL EACH SIDE (MIN) (2) 2x BRIDGING AT SHEATHING SPLICE I (2) 2x BRIDGING AT SHEATHING SPLICE • • W/ TO SHEARWALL IN 2 ROW NAILING rn (1) 2x SILL AT BOTTOM W/ (2) 16d COMMON PATTERN ON EACH 0 G CO ^1 � (1) 2x SILL AT BOTTOM NAILS 0 6" O.C. SIDE OF SPLICE (REF (1113 tX)0 i" EXTERIOR I 1" EXTERIOR I . . DETAIL FOR NAILING • .r, as 't i SHEATHING (REF .4.... SHEATHING (REF PATTERN 1#2" » A • w DETAIL 3) (TYP ___�_y._. DETAIL 3) {I n . . • NOTES: , NOTES: 10d COMMON NAILS /' . e•• • IMPSON PHD5-SDS3 PER 0 12" VERTICAL • , • • • • }, #2" w 1. 2x FRAMING TO MATCH WALL STUD SIZE 1. 2x FRAMING TO MATCH WALL STUD SIZE SHEARWALL LOCATED ON SPACING AT ,., o w INSIDE FACE OF INTERIOR IF -�-' SIMPSON >, TYPICAL 2 ROW NAILING PATTERN 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2 -0 PHQ5-SDS3 PER 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2 -0r , SHEARWALL (REF DETAIL ADDITIONAL STUD IS o ADD VERTICAL STUD AND "o ANCHOR BOLT AS SHEARWALL I ADD VERTICAL STUD AND "O ANCHOR BOLT AS 6) (TYP) INSTALLS "d a REQUIRED FOR 16" MAX SPACING FOR EACH REQUIRED FOR 16" MAX SPACING FOR EACH ALTERNATE METHOD: •P+ (2) SIMPSON LOCATEQ ON » INSTALL " BEAD LIQUID NAILS rn 41 PHD5-SDS3 PER OUTSIDE FACE OF EXTERIOR "SUBFLOORS" ADHESIVE Q+ SHEARWALL (REF 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL (REF I 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEATHING W/ 4'—O" (PRODUCT NUMBERS LN-602 SHEARWALL PANEL DETAIL 6) (TYP SHEARWALL PANEL IMPSON PHD5-SDS3 MIN LENGTHS { DETAIL 6) (TYP I LOCATED ON CORNER STUD MEASURED FROM TOP • AND LN-902) AT ALL 2 ROW 4'-O" NAILING PATTERN LOCATIONS OF PERPENDICULAR WALL OF HEADER AND FROM M N W/ SINGLE ROW 10d COMMON (REF DETAIL 6) (TYP) BOTTOM OF SILL NAILS CO 6" MAX HORIZONTAL I I � w 2 ROW NAILING SPACING (NOTE: BLEED OUT • + FROM ADHESIVE BEAD MUST i �i.41046.... PATTERN 0 SILL BE VISIBLE FOR INSPECTION) ��i■� j � m (REF DETAIL FOR • ' REF. DETAIL NAILING PATTERN ____ SHEARWALL SHOWN IN WIDTH BETWEEN 1'-0" TO 2'-0 " SHEARWALL SHOWN IN WIDTH z o 1'-O" OR LESS (TYP) _ 5 Ce MIIIIIIIIINIIIIIIIIIIIIIIIIIIIM TYPICAL SHEARWALL AT INTERIOR LOCATION TYPICAL SH ARWALL AT CORNER LOCATION INTERIOR VIEW OF TYPICAL FIRST FLOOR INTERIOR VIEW OF TYPICAL FIRST FLOOR EXTERIOR VIEW OF TYPICAL ED SHEARWALL SYSTEM FOR WALLS GREATER THAN 1 '-O" SHEARWALL SYSTEM FOR WALLS LESS THAN N 1 '-0" FIRST FLOOR SHEARWALL PANEL N.T•S• N.T.S. 0 N.T.S. , o 0 z c o 10d COMMON NAILS d E IN 2 ROW NAILING 4-' v .L�, PA I i ERN 0 TOP OF W (2) SIMPSON HEADER AND TOP 0 �, o LSTA24 STRAPS ' •• PLATE (REF DETAIL Q • FOR NAILING �� AT HEADER TO PATTERN a 1 i" MINIMIUM c STUD AS • •SHOWN (TYP ', • • EDGE DISTANCE > '`\ • , • • • (2) 2x VERTICAL (MINI) SIMPSON SSTB2O 0 • 1 • 10d COMMON NAILS f ANCHOR BOLT 2 • EADER BEAM CONTINUOUS OVER CO 6" VERTICAL J • • SHEARWALL AS SHOWN (SIZE AND SPACING AT EDGE /, a° • TYPE VARIES PER OPENING) �'��, • EADER BEAM CONTINUOUS OVER SHEARWALL AS NOTES: r 'Z� .., a 10d COMMON NAILS SHOWN (SIZE AND TYPE 1, 2x FRAMING TO MATCH « ~ IN 2 ROW NAILING 4'-O" VARIES PER OPENING) WALL STUD SIZE A: PATTERN ON EACH SIMPSON PHD5-SDS3 O CI co_ SIDE OF SPLICE (REF . 2. EXTERIOR SHEATHING NOT r1 » DETAIL FOR NAILING .11,_.,' SHOWN FOR CLARITY i *•' V EXTERIOR : . , .. SHEATHING (REF PATTERN '� DETAIL 5) (TYP 2) 2x HEADER AT TOP ' (2) 2x VERTICAL EACH SIDE 10d COMMON NAILS : , > ii" (2) 2x BRIDGING AT SHEATHING SPLICE © 12" VERTICAL #2°' ; 77 FROM TOP OF FOOTING 0, (1) 2x SILL AT BOTTOM SPACING AT SIMPSON SSTB20 : . > a ANCHOR BOLT � ' v INTERIOR IF C�ETAIBL©6 : ;, v �°' a ADDITIONAL STUD IS • • •' • • •' #2" { ) 0 0• . . INSTALLS ,37 .�, a • • TYPICAL 2 ROW NAILING PATTERN ' • t » EXTERIOR \ 1` NOTES: SHEATHING W/ 4• •0" ALTERNATE METHOD: 16 5/8" ADD (1) #4 REBAR IN r MIN LENGTHS INSTALL 4" BEAD LIQUID NAILS Alliiirli4.10? EMBED \ MONOLITHIC FOUNDATION o (2) SIMPSON 1. 2x FRAMING TO MATCH WALL STUD MEASURED FROM TOP "SUBFLOORS"{ ) SIZE SUBFLOORS ADHESIVE PER SIMPSON REQUIREMENT LSTA24 OF HEADER AND FROM (PRODUCT NUMBERS LN-602 2x SILL (NOT REQUIRED IN STEMWALL STRAPS AT BOTTOM OF PERIMETER PERIMETER 2. IF WIDTH flF SHEARWALL IS GREATER BEAM/GIRDS • AND LN-902) AT ALL 2 ROW FOUNDATION) Z 4'-0" NAILING PA i iERN LOCATIONS BEAM/GIRDER THAN 2'-0 », ADD VERTICAL STUD M N W/ SINGLE ROW 10d COMMON \\ U) . TO STUD AS AS REQUIRED FOR 16" MAX SPACING j FOR EACH 10d COMMON NAILS IN 2 NAILS 0 6" MAX HORIZONTAL ) ) NOTE: ,'-+ z o SHOWN (TYP ROW NAILING PATTERN ® SPACING (NOTE: BLEED OUT ,,...- 3. REFERENCE DETAIL 5 FOR EXTERIOR SILL AND BOTTOM OF FROM ADHESIVE BEAD MUST \\ f --� 1. FOUNDATION WIDTH MUST VIEW OF TYPICAL SHEARWALL PANEL PERIMETER BEAM/GIRDER BE VISIBLE FOR INSPECTION) t ( BE 6" MIN. z �; (REF DETAIL FOR NAILING \\ •, PATTERN \ 2. FOUNDATION TYPE SHOWN r % IS FOR DISPLAY PURPOSES ...........�• . 'ER►METER BEAM/GIRDER ONLY. Q F"�� . �••r•• • . °�° 3. SAME DETAIL APPLIES TO • • BOTH MONOLITHIC AND STEM S-, a••• WALL FOUNDATIONS. CC} 0 • 0 C, (/) s U s- o INTERIOR VIEW OF TYPICAL ELEVATED EXTERIOR VIEW OF TYPICAL ELEVATED m TYPICAL SImPSON STRONG;-TIE TYPICAL SIMPSON STRONG-TIE (SECOND FLOOR) SHEARWALL SYSTEM (SECOND FLOOR SHEARWALL SYSTEM} PHD5-SDS3 HOEDOWN ANCHOR /� SSTB20 ANCHOR BOLT INSTALLATION ° 4 7 SHEET N.T.S. N.T.S. N.T.S. N.T.S. A4 5 OF 6 COPYRIGHT 02012 •• • • • • • • • • • • o • • • a • • • • • • •• Cadman Designs GENERAL STRUCTURAL NOTES TYPICAL EXTERIOR SHEATHING 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: 4) DESIGN CRITERIA PANEL (REF. DETAIL AT RIGHT 2 ROWS OF 10D NAILS AT 4" • 10D NAILS AT 6" VERTICAL (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRC-2006) FOR TYPICAL EXTERIOR HORIZONTAL SPACING AT TOP SPACING AT EDGE (TYP) (B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL FLOOR LIVE LOAD SHEATHING NAILING PATTERN) PLATE (REF. DETAIL FOR FLOOR LIVE LOAD = 40 PSF WALING PATTERN) • • • CONSTRUCTION (SSTD-10-99) BALCONY LIVE LOAD (AREA < 100 FT"2 = 60 PSF (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO BALCONY UVE LOAD (AREA > 100 FT"2) = 100 PSF FAMILY DWELLINGS (1995 SBC HIGH-WIND EDITION) Ill. ' • Est EXTERIOR SHEATHING 2) WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND ROOF LIVE LOAD • • INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE ROOF UVE LOAD = 20 PSF SECOND FLOOR JOIST FRAMING PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF ROOF SNOW LOAD BEHIND (VERTICAL STUD WALLS 1OD NAILS AT 4" HORIZO •COMPUANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR GROUND SNOW LOAD (PG) = 0 PSF BEHIND NOT SHOWN FOR SPACING AT EACH END OF • h OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, FLAT ROOF SNOW LOAD (PF) = 0 PSF CLARITY} EXTERIOR SHEATHING AT PANEL a • OD NAILS AR 12" k _.. .4414millillr0°.' 1:111 602A2, 602A3) VERTICAL SPACING SNOW EXPOSURE FACTOR (CE) = 1.0 SPLICE (PROVIDE 2X BLOCKING : : t t : : : II 1 1 1 V 0 O Q a 3) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN SNOW LOAD IMPORTANCE FACTOR (I) = 1.0 I AS REQUIRED) AT INTERIOR STUD ( ) - -+ F U4 wOOD SUCRAL PANELS MUST BE PRODED FOR EACH OPENING. USE CONTINUOUS SHEATHING d © THERMAL FACTOR (GT) = 1.0 OSECOND FLOOR FRAMING I I - S II(a PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A �- __I I IL ILL ._ I—— — —t- — —I__ • • t /n '1 8 1 MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH WIND LOADS ." V ) ■ ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A BASIC WIND SPEED = 120 MPH 1/ ' 4 2" HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR WIND IMPORTANCE FACTOR (I) = 1.0 • • ZONE LOCATIONS EACH PANEL (IRC 301.2.1.2. AND SSTD 604) WIND EXPOSURE B INTERNAL PRESSURE COEFFICIENT (GCPI) = ±0.18 • . • • t)Z1:1) P 0 COMPONENTS & CLADDING PRESSURE = 32 PSF " 1/2" E•, • , * EXPOSURE B * * EXPOSURE C * * EXPOSURE Q * EARTHQUAKE DESIGN DATA • • A � w INCLUDING INLAND INCLUDING ISLANDS INCLUDING ISLANDS SEISMIC IMPORTANCE FACTOR (IE) = 1.0 (1)AND WATER/MARSH AND WATER/MARSH TYPICAL 2 ROW NAILING PATTERN PROPERTY ONLY SEISMIC USE GROUP = 1 ` • • c m FRONT PROPERTY FRONT PROPERTY SPECTRAL RESPONSE ACCELERATION (SS) = 0.404 / ALTERNATE METHOD MEAN ROOF SPECTRAL RESPONSE ACCELERATION (SS) = 0.147 2 ROVE OF 10D NAILS AT 4" • •! INSTALL " BEAD LIQUID NAILS 0 ;� ° c ZONE (4) ZONE (5) ZONE (4) ZONE (5) ZONE (4) ZONE (5) 3 s' pq HEIGHT SPECTRAL RESPONSE COEFFICIENT (SOS) = 0.541 HORIZONTAL SPACING AT •"SUBFLOORS" ADHESIVE (PRODUCT ;`1 15' DP 35 DP 45 DP 40 DP 50 DP 50 DP 60 SPECTRAL RESPONSE COEFFICIENT (SDI) = 0.329 STAGGAR JOINTS HORIZONTALLY BOTTOM PLATE (REF. DETAIL • • NUMBERS LN-602 AND LN-902) AT ALL 2 4i �? 20' DP 35 DP 45 DP 45 DP 55 DP 50 DP 65 SITE CLASS = 0 FOR NAILING PATTERN) ROW NAILING PATTERN LOCATIONS W/ •� a'al •25' DP 35 DP 45 DP 45 DP 55 DP 55 DP 65 SRISMIC DESIGN CATEGORY = 0 SINGLE ROW 10d COMMON NAILS @ 6" MAX SEISMIC RESPONSE COEFFICIENT (CS) _ .06 ' • ' ' • ' • ' • ' • _ * • * • '• IY 30' DP 35 DP 45 DP 50 DP 60 DP 55 DP 70 RESPONSE MODIFICATION FACTOR (R) = 6 HORIZONTAL SPACING {NOTE: BLEED OUT 35' DP 35 DP 45 DP 50 DP 60 DP 55 DP 70 BASIC SEISMIC FORCE RESISTING SYSTEM = BEARING WALLS WITH SHEAR PANELS FROM ADHESIVE BEAD MUST BE VISIBLE NOTE; NAILING PATTERN SPECIFIED FOR INSPECTION 40' DP 40 DP 45 DP 50 DP 65 DP 60 OP 70 DESIGN BASE SHEAR (V) = 45 KIPS IS DESIGNED TO TRANSFER UPLIFT ) 45' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 ANALYSIS PROCEDURE = SIMPUFIED ANALYSIS PROCEDURE (1617.5) TYPICAL EXTERIOR SHEATHING INSTALLATION PATTERN FORCES TO FOUNDATION TYPICAL EXTERIOR SHEATHING NAILING PATTERN 50' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 AlibiTYPICAL EXTERIOR SHEATHING NAILING PATTERN 1. DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT (PSF) N.T.S.� 2. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3. a = LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE EXTENT OF HEADER OF THE FOLLOWING CRITERIA: DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) A. THE SMALLER OF THE FOLLOWING: EXTENT OF HEADER i. 10% OF THE LEAST HORIZONTAL DIMENSION - DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) .. 5 ii. OR; 4h w B. BUT NOT LESS THAN NE LARGER OF EITHER OF THE FOLLOWING: `e I. 4% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 3 FEET : MIN. 3" X 11.25" NET HEADER a 6 o a I 1 1 WINDOW AND DOOR DESIGN PRESSURE (DP) RATING U ', .�...;IV. INF ,, 6 TO 18' I1 0 N.T.S. O N. R ASTEN TOP PLATE TO HEADER W TWO TFR MCE PORTAL 0 iCORNER STUD ,;11l� ROWS OF 16D SINKER NAILS AT 3 0.C. TYP. 1000 LB• CONSTRUCTIO CONNECTED TO ~. 1»1 DOUBLE STUD * 4 F R AEP@�P ELE s TRANSFER SHEAR MINIMUM = 0 : 000 LB STRAP OPPOSITE SHEATHING 3 BEND ' 1 : IONAL STRAP TR'► R SHEAR its Ity BLOCKED,S BE � BLOCKED, AND OCCUR 0 fir OVER TOP i' I '� WITHIN 24" OF MID— a. DOUBLE 2x MINIMUM FOR HEADER OR BEAM DOUBLE 2x MINIMUM FOR HEADER OR BEAM ix Ng ;;i GALVANIZED N BOX NAILS IN GRID PATTERN AS SH©WN D HEIGHT. ONE ROW OF xi .I` = J " TYP. SHEATHING—TO— (REF PLAN FOR SPECIFIC SIZE} (REF PLAN FOR SPECIFIC SIZE) OFF �`� ,.rr►�-�r�� o r 3 O.C. IN ALL FRAMING STUDS, BLOCKING, AND SILLS)TYP. FRAMING NAILING IS : 3 { ) ' SIMPSON -,• .. , SIMPSON „ _ 16" REQUIRED. r. �� "'� '' .. PHDS-SDS3 i PHD5-SDS3 r ii MIN. WIDTH= 24" FOR ONE STORY STRUCTURES IF BLOCKING IS r �� i ! USES IN THE FIRST OF TWO 0 �;■ MM USED, THE 2X4 S MUST �M �j ,' STORY STRUCTURES Ng 11 N " BE NAILED TOGETHER 3 1 K IN. 2X4 FRAMING WITH 3— 16D SINKERS yi ji � r �M0 3/8" MIN. THICKNESS WOOD MIN. DOUBLE :: w XX ��� �� i \�� t � 2X4 POST STRUCTURAL PANEL SHEATHING MM Z ri '. I } i M� IN. 1000 LB X� MM .rte �,''�v/�i0/� 1• " TIE ooWN DEVICE CEILING JOIST (REF PLAN FOR SIZE J ��'-CEIUNG JOIST (REF PLAN FOR SIZE oa..,;.° '� Nit K7 IN. 4200 LB TIE—DOWN DEVICE (EMBEDDED INTO I t `: .�► M3 AND SPACING) AND SPACING}°,�/� ! � r� CONCRETE AND NAILED TO FRAMING) i ,41:t ��t�,_��� ���1 ,.. .�_ SEE SECTION 8602.10.6.2 = =� `' 5/8 G SIMPSON o ,? 4 5/8"0 SIMPSON �� "•.. . " SSTB ANCHOR { '` SSTB ANCHOR I s 14 : BOLT (SSTB24) I'j BOLT (SSTB24) ��•• O ' . ALT. BRACED WALL PANEL AT DOOR/WINDOW OPENINGS 2) SIMPSON MTS12 MIN. 2) SIMPSON MTS12 MIN. 1. . ..,. Ji. . . . 4 411011 , ■Idt . N.T.s. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE a) 1 .�� ` -_, w a} l' s• �' 414 `� v .. . .. . . ., C x •O 6X6 P.T. S.Y.P. WOOD COLUMN 6X6 P.T. S.Y.P. WOOD COLUMN I4 j a ,� �/'� (OPTIONAL 8X8 P.T. S.Y.P. WOOD �,.�-'�� (OPTIONAL 8X8 P.T. S.Y.P. WOOD .o v • '°" Simpson Strong-Tie COLUMN) COLUMN) o 0 O u; PA51 1111111 ‘111111 -4‘ x zs 'Zi °o T -M P.,44,11 I• WITH PA I PA68) INTERMEDIATE HOLDOWN WITH SINGLE A':-•R ` ct$ CORNER HOLDOWN WITH SINGLE ANCHOR NOTE NOTE: 3 : SEE TYPICAL WALL SECTION. ON STEM WALL ON STEM WALL �._ ROOF FRAMING NOT SHOWN FOR CLARITY. -..--�.— ROOF FRAMING NOT SHOWN FOR CLARITY. Z 6 NOTE: SEE FOUNDATION PLAN FOR LOCATION. NOTE: SEE FOUNDATION PLAN FOR LOCATION. ____ ALL RAFTERS MUST BE ATTACHED TO All RAFTERS MUST BE ATTACHED TO Q., ENDWALI ENDWALL ENDWALL ENDWAU HEADER OR BEAM WITH SIMPSON H2.5A HEADER OR BEAM WITH SIMPSON H2.5A ES MIN UNLESS NOTED OTHERWISE MIN UNLESS NOTED OTHERWISE. \���/,� CORNER STUD CONNECTED \ ,. CORNER STUD CONNECTED AT-1;v,Ir CORNER STUD CONNECTED ���r 0 �� TO TRANSFER SHEAR (ALT.: �'/ TO TRANSFER SHEAR (ALT.: TO TRANSFER SHEAR (ALT.: 0 USE ADDITIONAL HOLDOWN) o o USE ADDITIONAL HOLDOWN) USE ADDITIONAL HOEDOWN) �. (2) 16d COMMON o SIMPSON STRONG-11E SIMPSON PHDS-SDS3 ° ° NAILS g" O C SIMPSON PNDS-�S3 0 (2} 16d COMMON SIMPSON PHDS-SDS3 {2) 16d C�IMON HPAyD22 WJ {22 , OOR JOIST {REF PLAN FOR SIZE AND SPACING) N NAILS 6 4.C. NAILS 6 O. . 10D NAILS o OR SIMPSON HTT22 MIN ON BOTH SIDES OR SIMPSON HTT22 MIN ON BOTH SIDES OR SIMPSON HTT22 MIN ON BOTH SIDES o (REF. PLAN VIEW} o (REF. PLAN VIEW} . IMPSON ABU66 (USE SIMPSON ABU8$ IMPSON ABU66 {USE SIMP50N ABU$8• ° ° W/ (2) 1"0 ANCHOR BOLTS FOR 8X8 W/ (2) "G ANCHOR BOLTS FOR 8X8 o COLUMN) COLUMN) z l! j� ii �rr�� \`i P'� \1 // �� // °. °. to ih a 1 h.._4 4 N''',.....,.......8,00,, --- , , I 1 ,.. cd •► # '0 A307 THREADED ROD w/ 6" II "� A307 THREADED ROD w/ 6" cn MIN. EMBED INTO FOUNDATION w/ MIN. EMBED INTO FOUNDATION w j TG "� SIMPSON SSTB ' SIMPSON TITEN HD YN1H SIMPSON ACRYLIC-TIE ADHESIVE SIMPSON ACRYLIC-11E ADHESIVE Q, ANCHOR BOLT SSTB24 ' MIN. EMBED FOR SINGLE .' d ( ) PHD OR HTT ANCHOR A307 'HEADED ROD W/ 6" MIN 4 H 0 STORY HOUSES ONLY EMBED (12" MIN EMBED FOR CMU ,� 2 16d COMMON NAILS + :41 'EFL FOUNDATION PLAN 'EFL FOUNDATION PLAN inilaopp- )6" STEMWALL FOUNDATION) IN SIMPSON FOR FOUNDATION TYPE FOR FOUNDATION TYPE 6 O.C. MIN ON • t� CNI p BOTH SIDES ACRYLIC-TIE ADHESIVE PER f5 CONT. REBAR PER N MANUFACTURER'S SPECIFICATIONS FOUNDATION PLAN AND SIMPSON REQUIREMENT 0 PLAN VIEW TYPICAL WOOD COLUMN HOEDOWN ANCHOR TYPICAL WOOD COLUMN HOEDOWN ANCHOR `o SIMPSON STRONG-TIE 11TEN HO MAY BE SIMPSON STRONG-TIE HPAHD22 MAY BE SUBSTITUTED FOR USED IN SINGLE STORY HOUSES ONLY SIMPSON PHD5-SDS3 IN MONOLITHIC FOUNDATION ONLY a TYPICAL CORNER ANCHOR BOLT OPTIONS 4 TYPICAL COLUMN HOLDOWN DETAILS 0 N.T.S. A5 N.T.S. SHEET A5 6 OF 6