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HomeMy Public PortalAbout09-0349 Adkins ,tygPE 4- �G CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 07-22-2009 PERMIT#: 090349 WORK DESCRIPTION E lit of U WORK LOCATION 1107 JONES AVE OWNER NAME ROBERT ADKINS ADDRESS PO BOX 1601 CITY,ST,ZIP TYBEE ISLAND GA 31328-1601 PHONE NUMBER CONTRACTOR NAME SAVANNAH RESTORATION INC r—D ADDRESS PO BOX 9351 a_n ,n ,ry CITY STATE ZIP SAVANNAH GA 314129351 „L 3 - ,© `t l O FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 175.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $20,000.00 TOTAL BALANCE DUE: $ 175.00 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: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org I =_____________ - 1 '*} stay of T 3£� Island Community 4 ? • R• rr, 012.786.4573 e 2740 0 . 1�'��d 3.13 ° X --- ' ,� Owner's Name '_i Needed : : (_ s Q i `rk ��.a , P Gen. Contractor � ., tr� ct r v _� ___ __formajo, � t i.' iProject Address 0 r� �.,i - '{-,,j °----_-� ti ce, I Scope of Work �a '---- --_ inspector I i Ins .•f - --__ Date of Inspection .� � ': ;-- pass Q A s p - ----_. ' Fes'.-C—) f Fee i ' t I • inspection, Fee I --__ i I I inspection .______ ________________ 13 i-3S5 0 Fail FFte I i1 s pest +n aS ,T._ Fail 1 F ee Q.1 ,_ .. i .:. • City of Tybee Island • Community Development Dept. - •‘ • ' -,,,-..• •-,,, , Inspection Report 4,,-' .• 403 Butler Ave. - P.O. Box 2749 • Tybee island, GA 3132.8' Phone 912.786.4573 ext. 114 • Fax 912.786.9539 grbs-Vt :.e-'.1--r,e,1:1.• ..':,X;•:!:,-/..:-.) .............._ - i r! / '. Permit No. t)---/ . () -,',L,' Date Requested 1 0 • --' ' Owner's Name -14D6i,,,,j5,:, I , 6ate Needed i 0 17/ 05 _.e. c.. o 4._,-*Tr, ' 0,3 1 Gen. Contractor 14)1 -)'‘.ai 1-1-ICI -- Subcontractor ____ Contact information i:-."---;4-' :...1.1 -'7)0 - Project Address I I 0 ) `. jt)part.-5 , _____ • Scope of Work -k. \1,45-7 2 ( ik:L--1-7 D N\ . , .,.. Inspector '--71q Date of Inspection iitt4-'. 01 i • Inspection k\l-- i 7._)r144-JIVZ3 — Pass ill Fail 0 Fee 1 /'. / q10.86, "-, Inspection )1\--.-->ke- .7)11141Dr...i Pass rl b=-'`. ' Fee 1.11 I Inspection Pass 0 Fail 0 Fee 1 Inspection_ Pass 0 Fail 0 Fee . ., . , I \ i 1 , -,._...- ---■/ ., 4 ' C) City of Tybee Island • Community Development Dept itt '.1/ /...." . ,. ,, , - . Inspection Report Z I, pi, ' ... I .: . ..., :....... .: 403 Butler Ave.. - P.D. Box 2749 - Tybee Island, GA 31328 a.aa milli 4:+.• :',.• eit Phone 912.786.4513 ext. 114 • Fax 912..786.9539 :v§Eft.5■i".5. Permit No„ CD(1.1 - o 3 4--( ci. Date Requested () - 2 -0 i' _ Owner's Name A 0 k_. ,,,,--,-- Date Needed i 0 - 3 - o 9 Gen. Contractor C Th(-2 \../' 11.-\ ‘e_ e c -\--i :)c-- • Subcontractor Contact Information Project Address \ \ 0 1 \ /::L A , U(7) . Scope of Work Inspector 174 Date of Inspection r wiam Inspection --e- 1 f '6" . A I' Pass Ea Fail .ausir Fee ., ,‘ _ ........- —\\ —. t\bAla. Obei :)Asti NIS -e:CC--- C)4\-i 1 12r.i..-. 61- ‘73 7Z,,k0- 1010 C.PLOTr-a- 1"• (Z.- . ( sc551-e,C. ii,)1 Inspection Pass 0 Fail 0 Fee 1 , .......... . Inspection_ Pass 0 Fail 0 Fee 1 Inspection_ Pass 0 Fail Fee /•). City of Tybee Island • Community Development Dept, MAI.•. •Y. 3547, I 111r8121. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 saaallr.1 Phone 912.736,4573 ext. 114 Fax 912.736.9539 r:!, Permit No. _rpok 03 ci Date Requested q ),2,(0c Owner's Name Date Needed q 1; 310e, Gen. Contractor oc..\ 4-)i.t-1,(so,..) Subcontractor Contact Information g C Project Address I IScope of Work Inspector 411 Date of Inspection -14. Inspection Pi 1- Pass ral Fee Inspection Pass Ei Fail El Fee Inspection Pass El Fail El Fee Inspection Pass 0 Fad 0 Fee 1 t., o 0# ?de 0 1 tif "...',. ii,.: . City of Tybee Island - Community Development Dept „....- -- Inspection Report 403 Butler Ave. • P.O. Box 2740 • Tybee Island, GA 31323 '-'3■ -I.■•riZz Phone 912.7364573 ext. 114 • Fax 91Z:786.953g _____....._ ,.1-:f 1 5 f_9, Permit No. 1.2gL/2,..- 5(19 Date Requested .0 /e; ,r) I , Owner's Name tqb) i 136 Date Needed / / /I-1 Gen. Contractor ...Z1142y) Subcontractor ,1 Contact Information 1--4-ayn 10 -4c23 Project Address ____11.12(1_ .,:r4Ot 1,, ,S____._ Scope of Work r r , it...4,-- Li, _ . in 1(")13---- --77 Inspector '7 1 Date of Inspection 4.44,: '-7./N 7---4,)• 0_ Ii Inspection t - 106 ' Pass F Fee Inspection Pass 0 Fail 0 Fee 1 , , Inspection Pass 0 Fail 0 Fee I I Inspection Pass 0 Fail 0 Fee CITY OF TYBEE ISLAND, GEORC ������ APPLICATION FOR BUILDING PERMIT EE•i k, ocroea Location: // - 7 y bee 132,b PIN # -0000-21-003 NAME ADDRESS TELEPHONE Owner klA-1/f 4dkikS /107 des fikt a 71&et.. 7& -4106'3 Architect / or Engineer ,14 aloCie.t' /kilt 21(0 (9417 671 t1Gi. 23 O'j kD Building Contractor SitianittA ,&5(frc itti / ,"ilira Sf; 5wI- . 3i'i ) "2341 -f 1 (Check all that apply) Repair Residential ❑ Footprint Changes H Renovation Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition Substantial Addition ❑ Multi-Family 7' Other e/ZcJ'a..i1/ I I Commercial Details of Project: add Jlwur r ' 061-614 t`esbeet/1(e_, Estimated Cost of Construction: $ ‘26jc.03 Construction Type .4- (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 Trees located &listed on site plan 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. ,/ /3)e. .Ct I.� io 6-4/1 add ail ek k (ts✓- GJr fi.4 14 ex 5\7 buck/i, `1 L" /,�'�h f 0`1 existf4c) eq- crhte chtvicl mad, During construction: On-site restroom facilities will be provided through LJi/ On-site waste and debris containers will be provided by / /�/4 Construction debris will be disposed by (O4iv .tc4 by means of 7f u-k ,) ciiifry03iti, at sipp down iv.i - I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted c/y onstruction. f----' Date: / 2/ 2,14 j Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit Code Enforcement Officer ‘4". 4 Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL /7 vo tiATURM. 4%) iff.") GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Proiects Involving Demolition,Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. St- di Undersigned Date / u/I el k id ' 1't • Printed Name Office Use Only: Project Address: Permit Number: i , ... nr • „„ ., ri CEIVED , _ty.F:7 „ , SPECIFICATIONS DRAWING NOTES ct,;,“& r i , 1 •• I A. TERMITE CONTROL: OWNER SELECTED PEST 1. REFERENCE LINE IS THE WEST FACE OF r • CONTROL OPERATOR. TREAT UNDER ALL THE FIRST FLOOR SCREEN PORCH FRAMING•. EXCAVATED AREAS. . • pi. P •• • • 2. ELEVATOR SHAFT DIMENSIONS ARE . . • RAGE:VGE1 eEl eoWortAgr F 0 R E#Cdo01 t,..,01.0En Ca nOd MEsdPi iaLt ti 10eAn N C E UNLESS B. L EASL.st_ NMOETTEADLSOATNHDERWFAISSETENERS TO BE HDG APPROXIMATE: COORDINATE WITH EQUIPT . ' ' 11111 111. FT 16. 171111111 III . Every effort has been mode to identity M, UFA URER CLEARANCES/REQUIREMENTS . . - . •: ' • „ r • code violations, no oversight hy the • . illyil revie, er thall be construed • authority C. ALL WOOD TO INCLUDE PLYWOOD) BELOW 3. 3000 PSI CONCRETE FOOTING W/ • 5'S ' - - iil , lic iA, 4 . ...late, caned, alter or set aside THE FINISHED FIRST FLOOR OF THE HOUSE TO 012" O.C. EACH WAY Q • • - 2-4 ;;LI1111 ,11 40 BE PRESSURE TREATED. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD TO . • 1 avTew:ppanlidcapbelrerncitcsdheosuoldr noordt Ibnrecoerisst.riuheed - : - A- 00 ilriii 1 4. EXISTING 13-ACK PIERS 0 R MAIN BE STAINLESS STEEL. .. - i. 11 * r 0: a warranty or guartantee. 1 *oviewed By_2„. ..._Date s° , 5. LI OF EXISTING EXTERIOR WALL OF . . r D. PLYWOOD SHEATHING: Y2" CDX HOUSE .. .,... •IIIMIIM 1■1■11a •=111•1111. "PRIMO ' -411 it> A 4 1-1; ELEVATOR ■ 54,5 (.5 . 1 V . E. VINYL SIDING TO MATCH EXISTING IN ALL 6. REMOVE EXISTING RAILROAD TIE CURB• I 13 • • r '44 i ) ■• lic PROPERTIES WHERE REQUIRED FOR NEW SHAFT ' 0.. 46 ZI; °Jo : C . - ' Ai Ail Ai e 1 g F. INSULATION: TO FILL ALL EXPOSED 7. SIMPSON HPAHD22 AT EACH STUD 4-; 4-' 0 ri,el g I ... . • - • -1. ( j, I , +- 1 CAVITIES. PROVIDE FOAM OR CLOSED CELL • W 2 ?0) Z c•I c•J e.- , 441 41113 FEMA COMPLIANT WATERPROOF INSULATION 8. 12" (MIN) CONCRETE SLAB W/ #5 0 10" Nv 0 CT ..c.0- LLi mcc ..-ct•-•? I ,... ' • ' . ) EXISTING 2 STORY ;; Ijii ■• A BELOW THE FINISHED FIRST FLOOR OF THE HOUSE.USHEy. O.C. EACH WAY (AT TOP AND BOTTOM OF r-;-• -V---- SINGLE FAMILY 11 A , SLAB AS SHOWN) RESIDENCE TO REMAIN 46 es tb. ■ DROSTATIC VENTS: INSULATED SMART T9R. immREEIDNSTT0ALLEEAXRISTEINLGEvARTA0ILRROsAHDAFTTIE CURB, as •. 5. E 'C04:7-K. DANIEL F9 N' .•. - EXISTING RR TIE CURB iii -4: alli . VENT OR EQUAL; FEMA COMPLIANT TO ONE C.) < Ni\l". (0 . .• 7 TO REMAIN 11 N N 1 SQUARE INCH (NET) OF VENT SPACE FOR , , . . . ; / EVERY SQUARE FOOT OF ENCLOSED AREA. P - . • EXISTING GROUND : ii - i 1 10. TYPICAL SHAFT WALL FRAMING: SEE FLOOR PCRCH AND 1 r . SECTION * • - • GRAVEL DRIVE TO jr* 1,11111 . 4 H. DOORS: 1%" 4 PANEL HOLLOW METAL. .... . • • ' ' • • REMAIN ii I ■ jp• b. ,-, "RAASAISRLITL:Dal Cisr:NA°Dr I TS:wirE i EjeRolUd:Lbl S:el;it otAr L ec:RN of aGMD DPt:TEI AU -I:sTC1 R:AmCMI ePOsi'NE WA I NT 1'D 1 ITVIIME BOTH DOORS: 3'-0" WIDE BY 6'-8" HIGH; 11. LINE OF EXISTING SCREEN PO' H ••••eVE FULL WEATHERSEAL; ELEVATOR COMPLIANT , . / 1 . - • .'ri-- . .'.;. THRESHOLDS; HARDWARE TO MATCH EXISTING. 12. 2" FURRING WALL: 2X4 (FLAT) AT EACH 11 ! .. ' I 1 - gja)END:NTESDIT1°N FACTORY KEY TO OWNER'S REQUIRMENTS. EXISTING WALL STUD AND 0 16" O.C.0.C. (MAX.) S v4ig * • • . . i, 11 „ . S ., A NAILED TO EACH EXIST STUD W/ 16d NAILS 0 0. • . . . • - . . '1111,, •-I I. PAINTS: LOW VOC; COLORS AS SELECTED F2A4C"OE.CxsVERTOWV). h" PLYWOOD INTERIOR t■ 0. C% icAT .4b . . II BY OWNER E NCt 44/ . . o - . •• 1 • 1 44 A 4--p 1 , , k ii;* AO : ' . ,,,:, 1 1 1 Ce:d e ...1 y:imoilliaeltmhalApifirniiyhnueelinatNaidttialmhol tanieTtOsinintemnasiluEsnleitoeUreittri I: J. ELEVATOR: EXISTING FRAMING TO RmEAlt‘IFf\i/. PROVIDE I a. "ELEVE.I i E" BY INCLINATOR I :, 1 I , II: . : N b. 750 POUNDS, HYDRAULIC STUDS FOR 16" O.C. MAXIMUM SPACING. c. BATTERY BACK-UP NORM Ai 1 d. REVIEW STND OPTIONS WITH OWNER PROVIDE INSULATION WHERE MISSING. .A... GO)R e. IN USE LIGHTS 0/4 IdlIMI k 14. FULLY INSULATE EXISTING WALL AT IIMININI 111!!N : , 0 State !only Code f. ALARM BELL MINN g. TELEPHONE: AND TELEPHONE CORD EXTENTS OF SHAFT . . •..,,, . MINS I ELEVATOR SHAFT i 4. 1 v4kEXISTI N G NOUS ,nd State of Georgia h. AUXILIARY STABLIZER ROLLERS 1r le mow 1 BLDG FOOTPRINT GRND FLOOR PLAN A100 0 1/8" = 1)--o" il! . li • ,, , , )\;1 - : 41 . ; '41 : AI it s ,, , -, ; .4 1 / 1 , 'Ili -41 1 1/ °- , EXISTINQ FIRST • fe A . ...e.., 0 REMAIN i. Xi."X2"X2" ANGLE IRON j. HOMING DEVICE TO FIRST FLOOR k. MACHINE ROOM IN ATTIC I. PROVIDE S.S. HYDRAULIC LINE, MASTIC COATING, ETC. AS REQUIRED FOR PERIODIC HIGH TIDE PROTECTION. 15. RE-LAY EXISTING GRAVEL DRIVE OVER COMPACTED FILL TO SLOPES SHOWN. 16. LINE OF EXISTING SCREEN PORCH DOOR TO BE REMOVED. cl".12 •r ' ■,...--- . • ......' .4 ;,• ,:i..... 1 , Z 0 "IS IL VP If 1 ■ . LOOR 'IN FLR. N. 17. EXISTING SCREEN PORCH DOOR RE-HUNG. MODIFY HARDWARE AS REQUIRED FOR It , „ (1)11 4 -6 i ,, IRST FLOOR OPENING _arati-0221 UMW@: 1 A 1 E 0 K. HVAC: MODIFY ATTIC DUCTWORK TO PROVIDE SUPPLY AIR IN ELEVATOR SHAFT; PROVIDE OUTSWING OPERATION. CLEAR H e 1,.... ,,,, rily ,,,,, . ,, k A IVI k A IVI i I 1•• r li 1 THRU-THE-WALL RETURN AIR IN GROUND FLOOR ROOM. 18. RAKE EXISTING GRAVEL OUT OF a) ••:1 . ii I Rac EinN t• ..; ;$ i: : jra II Y 11 ivi\ IA i mi ). i I/ .4 N CONSTRUCTION AND SAVE FOR RE-USE ON A 0 SLOPED FINAL GRADES 8 E.;■zr'ixaaox "L. - v \I V V : t L. ELECTRIC: SERVICE TO ELEVATOR EQUIPMENT c (NI : : :. ; • .1.1- i , i EC) k- ri il ' :II 1 ; 4 1 / A 11•1 AT T I C; PHONE LINE TO ELEVATOR EQUIPMENT IN ATTIC;' DUPLEX RECEPTACLE AT 19. ONE COURSE OF 6" WIDE X 8 HIGH CMU a) to 17) Om 'N. .... ELEV.Ir 1 F1'illit : s W/ (2) #4 CONT. BOND BEAM b 2 6 . , , EQUIPMENT IN ATTIC; • c . . .. -. 4j I 11 1 il i 4:' 1 1 1 a .., 0 111.: , . : . • ,4 20. CLEAN COMPACTED SAND/FILL ... 0 1 / 0 411011 1, ,.1 (.) ,.., : : -- -- -fc:v , 1g -4. 'sr . .- vf_v-- 4 ' III 41, il■--""111: * D s- A- 00 IIIIIIIIIIIIIII t.lollem111111111111MT i i illilill I 1 i 4 5/8" CDX PLYWOOD OR 21 . 6 MIL POLY VAPOR BARRIER 2 (1) v c o MAW":it A .....4.4 (AB•VE) I. 11,41: 6 ' I A PER IRC CH. R603.7 a) -111 1 ; Q -C3 > 0 7 ,4 RAFTERS 0 16" AND 24"o/c 22. 2X PT FORMWORK TO REMAIN AFTER ,,, < < 0 AI 0 N Z i ■ A COMPLETION OF CONSTRUCTION. PRESSURE NORTH \ 7*-0" I ' i - , TREATMENT TO BE PERMANENT WOOD a) c ---/ ID .,,,-11 0 . . 1 SEE NOTES FOR FOUNDATION SUITABLE. C 0 c 0 > 1 1 I II 11 I 1 : , ii ■ at 1 NAILING PATTERN .... ts, 0 in --) - -4; 23. #5 RE-BAR . ilL. ...email 0 i L V immi,\, 24. EXISTING GRADE (LOCATION SHOWN IS o 2 (2) TOP PLATES < El >, 0 FOUNDATION PLAN Ihr.. iripip. ■,,. ... ,,....7z APPROXIMATE) •,--- '- SIMPSON HURRICANE >LT: q:.:,, ••-c:: I 1111r- . . 25. LINE OF EXISTING CURB AND GRADE TO ., N s, _ : - 1 CLIPS CLIPS (EA. TRUSS) Ai 00 1/4" .-=•• r-0 .1!!mill , . I BE REMOVED/EXCAVATED 14h, 511 t 0- :. 1 i ,.■ 4'-O" IV: •c.,,.. A , „ . , : pi. • . .,°•S'il) StAcn °-A ilr> i .. .• ,,,,,-- - : ■ . • 26. HDG 9f3"9,X13" ANCHOR BOLTS w/3"x3"x "60 libi MI O 2 .- •* • : •' - ... . :. . '.A*1111 0 A ---i: lit* Adel 's i: I; $ , A; 0 : ).. : akin ■ APIPP- -44/ Iftli, • • • PLYWOOD WALL SHEATHING • , .-• PER IRC CH. R603.7 A X" HDG WASHERS 0 16" O.C. MAX. 27. NOT USED is.,‘a--°_27:ag 01.:11 202;19 ' 111/' c.... ••- . --o o te 4.- • • . • • • ' . •' • ' . ...-. ... .. :. ..• . OPIP 0 . .. *- • L . - • - • ' ''. 4.400 ,,,, . ,.}. , , . ., i ,. . •+, 4IED , 0. . 28. FINI FLOOR ELEVATIONS ARE :Egg •08g5 "j5,9--VE 0,, .411'' . :. e: • .. ....• AO" 4 .. ciRcticift di 11 , . . ,, , . Pg'" 40. . . . • • • NAIL APPROXIMATE DUE TO SLOPES OF EXISTING NGARIALDINEGS pAANTTD EPRONRCF0HRFL:ON:uCmOONRADI COORDINATE WITH FIELD CONDITIONS. c,.. ch=0 0.0) • 0.5 15 0.0.2,.. c CI •gf,,,,,„ 0 -V"0 ela°-°°0 g:P°1 Oggi‘o .....1-7..--..---- --.4T:' .r.dr. ...cr:wr A AR 41:1D AS REQ'D. • -"----------'..-------SEE INNGOTpEASTTFEORRN A i it> 1■11-44 .g.‘11.k a:F,•k cn o.F.... 0 a.=.... 1. - . Wt#IFT. . ...* ..ii 1444,_ : is il ...---11 if I X" PLYWOOD SHEATHING: SEE SHEATHING . . .--- 4:13 ick . O. :: ..', AK, It 0 AI ii> z , 0* . . RwsioNs: AlkoNiiil <ID i 1 > 30. TYPICAL SHAFT WALL FRAMING: 2X6 WOOD /I\ 07.01 .09 . .. 4D ,.. : . A-100 :. . ..:.• :: 1... . ' JZZI:4P" FA! 0 i i ' 4'---0" • STUDS AT 16" 0.C.. FILL ALL CAVITIES WITH ,A, 09.09.09 • • THERMAL INSULATION • • • • - - - L - ' • • '. . • 1111 ,111411111k I ROUND *OR 4,PENING Lfti- i - •. , ' .. . . :: :.• :. . irmb 0 t Ilk Ill,==.41.111■.■■■■■■ 11 i.., :4 1111;4 IN,0 1070■741111••■ 112 „ LI itiii4W340K.W110.40".; P '.I ' 1 ; : 1 I . • . 3312 VINYL SIDING SSIIDDIINNGG TIDO MATCH DRIVE . 1--- : ... . .E.)<1. TINP • • .. .. RV • -*----- =•01-.L* -111-- if- ttr.wsuodut.,4P..,4 • • - _ • ••-.•----.7,• -- •^1.41 . - : D .-.PORCI4/0 RAVEL -•-• - - ••„ I I, I. i■- - • , -- 1 11-11 ., t. ■ 0 1<,---,->i : ; - -- • : *DRVE • " . - . . : 11E1H-7i-ill " 117j---H1 - •' Antlani> Ii :, 4 1 33. EXISTING FIRST FLOOR SCREEN PORCH 1-1 1 i-i 1 1- - - , A6, A C-1 , 0 _ ____ _ _ 1 r -1 -1 . ' • - II FRAMING AND DECK TO REMAIN. 1=111=1 IL-L.:: - 4 . 1 - . <7 • - - 4. • A . ' . - . 4 . • y ocryp) 0) 3 GROUND FLOOR PLAN _iii=ii1=Hi fil=iil= ii 4 . 4 . 4 . • .....r:10...... 4.1•141 44,..r. v 1111/0,„„/ . 4"'" ,,. 34. 2X6 STUD WALL SYSTEM W/PLATE BEAM 0 O. . ..... e... Ammo omm. somm 00000 ammo 101010110 ammo ommn- 22 EACH EXISTING FLOOR. 01 Nr.,, C\I Pv A100 1/4" = 1'.---0" 11-111-111=-:1 I-11111 4740 . 4. . 4 .. . .4 -. . .- • • - : • •• • 0 • I / \ 1 • 4,7 05 - II . . r.-- . ,1 Ell ! III-11 111=111= .4 • • A . 4 4 4 A . . 4.1 . . 71 i f \ , , . - 0,, WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 35. EXISTING FIRST FLOOR SCREEN PORCH (I) Cl) 0 15 Y I=H I-I I I- 1-111--I I •.,.. ..... - • • - 4...... . ....,:t,,, - • . ....; • . 4 .....•:V' 42-.11- 4r 1 1 1 1_, } 1_, 1 1_, y - ___ __I 3"o/c AROUND EDGES AND 6"o/c IN FIELD FRAMING AND DECK TO BE REMOVED AT SHAFT Z W. - 0 w w < i EXISTINGIV 4 ...• mimilm omm. 4.101.0 =1 I 1=1 I 1=--1 I I I 1 1=-1 1 1 .- 1 . 414 4 : 4 44 i. . <1 • 1.1 - ...„8171 • I----) WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS (TWISTED SHANK) 36. ADDITIONAL FRAMING AS REQUIRED 12 1-,.., 0 0 I r AIL 4,D , o _ _____ i ' 1:-=1 i I I_____ __ _ • • '4 . < 1=1 1 1=1 I HI I 1 4"o/c AROUND EDGES AND 6"o/c IN FIELD 37. EXISTING CEILING TO REMAIN u bz F - - ---' t g 41,10 1 in . 8 /• 7111-111111-111111-mIll_millii . . • D • • • . • .6” ..• . . - _ = ____ ____ _-_-- .- -I I I-I I 1-1 I I-I 1 1,- PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING 38. TYVEK OR EQUAL W 06 <1.) b„,„ Allir-44 critiCUcK, i i i-i i i-i 1 i-i 1 i-i 1 -___P - \ . 1 • . _1 1 1=1 1 1=1 1 1=1 I I= THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY " tA to • 11111110, .0.711!:WAIr .4 0 1)=1 I 1=-----H 1= H=I I I= -- 1 • . - 4 44 111-111-11 I-m=1i 39. MODIFY EXISTING ATTIC FLOOR FRAMING AS REQUIRED FOR ELEVATOR CLEARANCES. uiw--1 0 . • - 4 • • <1 ' I I 1=-1 I 1-7-7--1 I 17=1 I 1=1 I 1- SHEATHING NAILING PAI I ERN 0 II C) I A < 4 -- 4 - • ' - . • • • - 40. MODIFY SCREEN PORCH FRAMING AS Z ,.....< _ , .. A . -- - _. ■ 1_ 4 4 I . 4 I . •. • II IH Ill 111 11 < I " 4 1 - • NOT TO SCALE REQUIRED FOR RELOCATED SCREEN DOOR. 1-. < II AA ,•:i -:1 44 1 4 • • . 4 _ ______ __.._____, I ■ PROVIDE NEW SCREEN TO MATCH WHERE 0 .. w _ IL --.A111116, OP Apx -0- • • i • ° 4 ..: • • I 1 1-1 i 1 ...i I-U •-•, ilk ".02 _ iiii w .1 44 .‹ 4.. A. ,, L .. 4. Ey . -4 04• '. It . a. . 1 . . .1 • i - .1.A ---- ----I i I--..' % mim ammo ammo mOmo4110■ momM 40000, 0010060 momm ammo omom ammo snow:10mm . rmom orom.womn mmom omom Smm -womm amW 11_1 11_1 1 I REQUIRED. Q. a o g if- 0 •-100 • AI Starit.WA 1 ,-- • 4 • • 4 - 941., 0 440. . . : • % ., . • I • • . © 4 ' 4 I 1 1- - 41 . 8"O HOLE IN CONCRETE SLAB AND CONCRETE FOOTING BELOW FOR DRAINAGE. • 4 4 . - 4' • ••.4 ' ' • ' A FILL HOLES WITH COARSE GRAVEL. 4IN \ _ . 4/... • • ' ..-1 • * ' ' • . . EXISTING 41> - SCREEN I _ PO, CH 0 0 • A100 4 FIRST FLOOR PLAN 5 ELEVATOR SHAFT SECTION MOO 1/4" = 1'-O" A100 1 1/2" = • , - • SPECIFICATIONS DRAWING NOTES ro I" I III: . C"" "` .. 'n" "`` � $ CONTROLIIOPERATOR. TREAT UN EREALLD PEST THE FIRSTEF OORISCREENHPORCH FRAMINGF• - -' .rr s I .. o $l ti o s EXCAVATED AREAS. p - � eee�ie��� P� oli e construe as � orit 2. ELEVATOR SHAFT DIMENSIONS ARE • • violate, i B- ALL METALS AND FASTENERS TO BE HDG APPROXIMATE: COORDINATE WITH EQUIPT• (?-› TgAiyir lik lw or ordi • UNLESS NOTED OTHERW{SE MANUFACTURER CLEARANCES/REQUIREMENTS , { �� cJ Ii ; v = C. ALL WOOD (TO INCLUDE PLYWOOD) BELOW 3. 3000 PSI CONCRETE FOOTING 'I I 1 �I / r c y.,... J'-q2 '7/ Z/4 THE FINISHED FIRST FLOOR OF THE HOUSE TO �:, \ -3. i _ 2-4 . - - - . • BE PRESSURE TREATED. FASTENERS IN 4. EXISTING BRICK PIERS TO BE REMOVED A-100 I � .. CONTACT WITH PRESSURE TREATED WOOD TO 1���=' ��. yy 'a BE STAINLESS STEEL. 5. LINE OF EXISTING EXTERIOR WALL OF • CI �. r HOUSE •/� - - - - -' t D. PLYWOOD SHEATHING: X" CDX s_ 4(..D. o ELEVATOR 1 A . I , 6- REMOVE EXISTING RAILROAD TIE CURB 0) o . cv C I:' I ". roved Bei of Finny Muni: L d I i i ■ `.�. �� E. VINYL SIDING TO MATCH EXISTING IN ALL WHERE REQUIRED FOR NEW SHAFT '� U d- La-t _ 11111"-� Ii o Job Site at ti Tune,°' PROPERTIES _ iY.cra . ,"'Y` -...^.,,k ?A. T,,• .,,,, 4s,'„-...-.,,.• .-^.....-..,'..t -" \ n• fl� M 'S� O� 1, i �J; I t•,� 7. �= CONCRETE FOUNDATION WALL W/ #5'S t� � c 4 �„� \: F. INSULATION: TO FILL ALL EXPOSED MU O I woo.0 :�i I „� I 12 O.C. EACH WAY (SHOWN) OR ALT: 8" C �, N (} ,,,,.,to ;, .- ® . CAVITIES. PROVIDE FOAM OR CLOSED CELL ; FOUNDATION WALL W/SS HORIZ JOINT C) {� �,cv a . • `. I � FEMA COMPLIANT WATERPROOF INSULATION 4:� REINFORCING AT 8" O.C. (VERT) AND #5'S 0 $ (} • - • EXISTING 2 STORY / * . BELOW THE FINISHED FIRST FLOOR OF THE __ '° - c cv N -�' SINGLE FAMILY �; 1 . 16 O. POUR ALL ELLS SOLID. - - HOUSE- �' RESIDENCE TO REMAIN c3).•C OU LL! c i �� ° LIT T�� Ai Ada „ » •� (.) LO > ;. .1 Ta G. HYDROSTATIC VENTS: INSULATED SMART 8- 10 (MIN), CONCRETE SLAB W/ #4 ® 12 CO RS i to is v E EXISTING RR TIE CURB �; I : � TgC OIL is...- i TO REMAIN F� T Ib � �ITi VENT OR EQUAL; FEMA COMPLIANT TO ONE O.C. EACH WAY 0 Q N � ._ aLLII�§ CD .� Q SQUARE INCH (NET) OF VENT SPACE FOR 9. REINSTALL EXISTING RAILROAD TIE CURB, • EXISTING GROUND ,,. I: P FLOOR PORCH AND � . 1 *� T�T OI' ai11 �.� T EVERY SQUARE FOOT OF ENCLOSED AREA. TRIMMED TO CLEAR ELEVATOR SHAFT - - GRAVEL DRIVE TO I. �? I i H. DOORS: 13/4" 4 PANEL HOLLOW METAL. 10. TYPICAL SHAFT WALL FRAMING: SEE . . . REMAIN _� I_ � BOTH DOORS: 3'-0" WIDE BY 6'-8" HIGH; SECTION o FULL WEATHERSEAL; ELEVATOR COMPLIANT • . `��` 1 i THRESHOLDS; HARDWARE TO MATCH EXISTING. 1 1 - LINE OF EXISTING SCREEN PORCH ABOVE ;;i �. ' 'I FACTORY KEY TO OWNER'S REQURRMENTS. I •� :9i IOCIFICai installations smu ' 12. Y2" PLYWOOD SHEATHING • � •,. 'jiI with The National Electric I. PAINTS: LOW VOC; COLORS AS SELECTED O 1 .r �` 1* Cocio_Zo2ficiltla and BY OWNER 13. EXISTING FRAMING TO REMAIN. PROVIDE I - s I *- ,M G o ds lA u 1 ADDITIONAL 2X (WIDTH TO MATCH EXISTING) J. ELEVATOR: " : 1 a. "ELEVETTE" BY INCLINATOR STUDS FOR 16 O.C. MAXIMUM SPACING. I ? • b. 750 POUNDS, HYDRAULIC PROVIDE INSULATION WHERE MISSING. V c. BATTERY BACK-UP 14. FULLY NORTH (= d. REVIEW STND OPTIONS WITH OWNER EXTENTS OF SHAFT E EXISTING WALL AT miming ; RO e. IN USE LIGHTS■MIMI ;I III1sgHians Yt f. ALARM BELL miim II I •j TELEPHONE AND TELEPHONE CORD 15. RE-LAY EXISTING GRAVEL DRIVE OVER ` • E LEVATO R S HAFT 4. EXISTING HOUSE Tio� I h. AUXILIARY STABLIZER ROLLERS COMPACTED FILL TO SLOPES SHOWN.State Energy Code 1 BLDG FOOTPRINT GRND FLOOR PLAN 1 ;L" 2p�j- -___Edition A i. Y."X2"X2" ANGLE IRON 16. LINE OF EXISTING SCREEN PORCH DOOR TO REMAIN HOMING DEVICE TO FIRST L "ry `F .; ;.� OMI IR F 0!.. - TO BE REMOVED. A100 / dmC��ar 11 l I. PROVIDE S.S. HYDRAULIC LINE MASTIC I I COATING, ETC. AS REQUIRED FOR PERIODIC .t 17. EXISTING SCREEN PORCH DOOR RE-HUNG. . �; ® . MODIFY HARDWARE AS REQUIRED FOR '� ' _ I : FLOOR IN FIRST FLR. HIGH TIDE PROTECTION ,- . AH OUTSWING OPERATION. 4'-6" I ' IRST FLOOR OPENING ,,,,'�/, '• 28 H i• 18. RAKE EXISTING GRAVEL OUT OF ` l`; •- ;4 SUPPLY AIRO NI ELEVATOR SHAFT; PROVIDE VIDE CLEAR ' ' 3 - ;� THRU-THE--WALL RETURN AIR IN GROUND CONSTRUCTION AND SAVE FOR RE-USE ON -�� 1 : O ■ I\\ I\/I I\/1 ( �� FLOOR ROOM. SLOPED FINAL GRADES 1 v • Pr� ' ENCE I/iI I/\I I/\I I , » � V aQ a. r'., AVAI>I' .' - - - V V 19. #5 s ® 12 O.C. N ♦ :4- �`�, EO , V� V V ,. L. ELECTRIC: SERVICE TO ELEVATOR EQUIPMENT r { ' C PO �,f IN ATTIC; PHONE LIN'. TO ELEVATOR N / .'= ;' '� AO `Y 20. CLEAN COMPACTEI\ SAND/FILL` a) O . ELE -Ki;; - - - - - / �� EQUIPMENT IN ATTIC; DUPLEX RECEPTACLE AT 4 r� 0 0 18 " ,� �� f A ' I '�',j I4 EQUIPMENT {N ATTIC; I` I U 0 t.,, ,, `� . 21 . 6 MIL POLY VAPOR B O e0. 0 Mk ' . s. •‘ *1ED' / 4 h 0 ,. -.......... 22. EXPANSION JOINT FILLER i•-r v� A-100 .. %i A� I { 5/8" ^^♦♦ to ♦ °; .. ...�._ : :. r, 5/8 CDX PLYWOOD OR W 8(ABOVE) �' 1 �• M PER IRC CH- R603.7 23. EXISTING GRADE (LOCATION SHOWN IS Lt " �'► - s .� RAFTERS Qr 16" AND 24"a/c APPROXIMATE) UNDER THE HOUSE < Q NORTH ,� 24. EXISTING GRADE (LOCATION SHOWN IS L C ill r i SEE NOTES FOR ( (� p 0 `�' I • NAILING PATTERN APPROXIMATE) OF DRIVE/PORCH .0 o 0 .� ��_ I 25. LINE OF EXISTING CURB AND GRADE TO r '*��I IP " 1 ��� - (2) TOP PLATES < '- 2 FOUNDATION PLAN I �!_�~ 26. HDG "9X13" ANCHOR BOLTS W/3"X3"X ` W 1 4" = 1'-0" 38 SIMPSON HURRICANE Ys HDG WASHERS Ca➢ 16 O.C. MAX. A 10 0 / n ' CLIPS (EA. TRUSS) °= 3 m m °m ■ " ,;mom. m 1 4 -0 27. EXISTING SILL TO BE ANCHORED TO NEW -g°-a g 3 1; ,;)- ��"'', CONCRETE FOUNDATION WALL WITH HDG %"o 83 To 3v �,5 0- • IF .I �� ANCHOR BOLTS W/3"X3"X ) " HDG WASHERS 0 °V,m T "•; g° - ',z I , m L a W ammo O�,.r't. ; 4 16 O.C.. ANCHOR BOLTS TO HAVE MINIMUM m°m .c-� 3- _ ,■ PLYWOOD WALL SHEATHING T m m m_ .,a N � �\\\4 �` 8" EMBEDMENT IN CONCRETE FOUNDATION %_ `o toliiii oz i r PER IRC CH. R603.7 r ?; �. WALL. REVIEW ANY ALTERNATIVE WITH �o •c c :52 ARCHITECT IN THE FIELD AFTER EXPOSURE OF T • AS REQ D. °Ew2CU •,. -c -N. At - `N � .I E EENCE �� © EXISTING CONDITIONS. m ° • - ~T • f.//ws ''r��� LINE /-� ROUND OR !PEN ; G ►j'' 1 �r,i 28. F{NISH FLOOR ELEVATIONS ARE o a°m ° 4�-r c .-..0. .. M r z / q \ r ���, �����.��r �.� i:jt�i� j� 3 ve+?°�+ °°+J .c \1_i/! 'i� �� ��i�i� �I �`�� iii `i' `~ APPROXIMATE DUE TO SLOPES OF EXISTING -°7"°°. (0°_$a- °c a V �� � �� l; a a m° a a m o • . , r GRADES AND PORCH FLOOR. COORDINATE WITH orb ,13.5.s..5 on -ao I I I FIELD CONDITIONS. _. : XISTING GRADE NE SEE NOTES FOR L� I ,,, , NAILING PATTERN 29. Yz" PLYWOOD SHEATHING: SEE SHEATHING s�oas:• .. I 7� ` III-III ( _• ° --' \ I a p I NAILING PATTERN FOR MINIMUM NAILING. 07.01 .09 -� C t= * � 0 - - m1�/1 i = :°I I° •a 4• \ i° • 4 = 10 I 4'-0" 1!;. 30. TYPICAL SHAFT WALL FRAMING: 2X6 WOOD• •r• - o ° ° a ° : y. I ( _ I / \ I = ° STUDS AT 16" O.C.. FILL ALL CAVITIES WITH F?ORGXH/�F�A�f�L I I 1 I I i III �� ° = v' a°-J °• 4 �° ° z •° (./ \ I°. • ° THERMAL INSULATION•1 ( III I ( III-11 I I °°- - �� - �� . - EXISTING;GRADE J 31 . VINYL SIDING TO BE REMOVED D 'VE - - Q a • . � ° ► 1 � 11 ►- - - -1 I I-III III ° ° 'a • . ' A - I-11 I `� 32. VINYL SIDING TO MATCH -11 I-I 11 I I III I I • r 1 I I�I I I ii-iii I I I .III III 111-11 III-III 111-111-1 ° =111-111_I_ 3 GROUND FLOOR PLAN I I Lw I I I I I I 6" • 11 I I I-111-III 11h 1 III III-III .. I I 1-111-11 !-III . ° • 16" -III 1 I I- ,,�'. 33. EXISTING FIRST FLOOR SCREEN PORCH N FRAMING AND DECK TO REMAIN. A100 1/4" = 1 '-0" III I -I i . a 1 I I I I H I III III I III-I -' I III- 34. 2X6 STUD WALL SYSTEM W/PLATE BEAM ® CN I-I I I I. ( 1111-1111 I I I il I I I __ pI' ` I I ( I I I ( I III I WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) EACH EXISTING FLOOR, 0 0) v Y -- I 11 I I I I I .1, 1 I I I I I I �` B ( i►1 , I -III- I I I I ° 1 I I-1 I ' 3"a/c AROUND EDGES AND 6"a/c IN FIELD 35. EXISTING FIRST FLOOR SCREEN PORCH Z w a a EXISTING _ °• . I .. 111 I II 111 III III Iy III II IIII II • I • : I III ( )' ' _ r _ � FRAMING AND DECK TO BE REMOVED AT SHAFT O iz O f � WALL AND ROOF SHEATHING WILL BE NAILED WITH 1Od NAILS TWISTED SHANK E - - -0 - i III III I I v I I 1 - TI I I I 1 III - I ( (-III I ! -1 1- v 4"o/c AROUND EDGES AND 6'o/c IN FIELD 36. ADDITIONAL FRAMING AS REQUIRED U z ° - - p °. PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING - 11 1 III I I 1 -III I-I ( III I I II 1_I I I I I I ( 37. EXISTING CEILING TO REMAIN W oo ,' - ( THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY i I�I�I/ //�:,:• ��.�,. EENCE = I III I 13 I I- I- - I I -I I I III- - I I I a _ �' to 0 LINE Q • • _- 38. TYVEK OR EQUAL v h II III ° .1� - I I i II III III I I I III - ,, , . 0 II 14 = - _ - - f - __ I•° . .H SHEATHING NAILING PA I I ERN 39C` MODIFY EXISTING ATTIC FLOOR FRAMING AS '� 0 •II �' d ° ° " ° .4 .t. -° RE FOR ELEVATOR CLEARANCES. •II - Q3 a © °. a °. NOT TO SCALE REQUIRED Rte.° _,.. , ` .. -f-` - < I- t5 a° ° • 4 I ° • • ,. M0 rY� SCREEN PORCH FRAMING AS ..J W w 3 aft 9-Boa • ///►:v ►Z�//%I 12 v ° 4 _° a ° ° Q ° ° I ° - ° °� 4 REQUIRED FOR RELOCATED SCREEN DOOR. a Q a �' © '� ''�'• �' '. '-" ° I a"""4 °- "� 1 U '�' ° REQUIRED.NEW SCREEN TO MATCH WHERE• �� A I EXISTING © d. ° ° f ° ` 4`1 . 8"� HOLE IN CONCRETE SLAB AND , •SCREEN '' ° • ° ° • I I a CONCRETE FOOTING BELOW FOR DRAINAGE. PO CH A j,T - FILL HOLES WITH COARSE GRAVEL- m riI S' .. � `, , �. " _ �� `.. ,, 4 FIRST FLOOR PLAN 1-"D ELEVATOR SHAFT SECTION �'A 100 1/4» = 1 '-O" 11 1/2" = 1 '-o" _, ..-,- ,.._, ,�