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312 4th St garage additionI' -$1%111 fjr. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ~� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: 17-RADD-3772-01 Description: GARAGE ADDITION Estimated value: 22000 Issue Date: 5/10/2017 Expiration Date: 11/6/2017 PROPERTY ADDRESS: Address: 312 4TH ST RE Number: 169812 0000 PROPERTY OWNER: Name: JILL REGANTE Address: 312 2ND ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. *A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod,is required. All runoff must remain on-site. Cannot raise lot elevation. Any plan change must be submitted as a Revision to the Building Department. ct� City of Atlantic Beach .APPLICATION NUMBER Building Department (To be assigned by the Building Department.) n 800 Seminole Road Gr��C, ,.. . Atlantic Beach, Florida 32233- 2pz C - Phone(904)ing-de26 w Fax ) AI' gq5 f E-mail: building-deptr@coab.0 AI' 17 2017 Date routed: d I y{ City web-site: http:/Avww.coa APPLICATION RE VIE ND TRACKING FORM Property Address: 3�a- �� S� • De artment review re uired Yes No in Applicant: ow(� annin &ZOnin Tr eAdministrator Project: Q CL � 'h Public Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature in Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants - Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: [,Approved. ❑Denied. (Circle ane.) Comments: BUILDING PLANNING &ZONING Reviewed byDate: TREE ADMIN. second Review: ❑Approved as revised. ❑Denied. P WORKS Comments: ByLIF�UTI�S PUBLIC SAFETYY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: evised 05/74/09 i NS �Y�n City of Atlantic Beach .APPLICATION NUMBER :Y Building Department (To be assigned by the Building Department.) 800 BaRoad EGEiE pV Atlantictic Beach,Florida 32233-544 .. _ Phone(904)2475826 - Fax(90 "l-A. ) 7 2017 E-mail: building-dept@coab.us Date routetl: I -{ City web-site: hflp://www.coab.us BY:� APPLICATION REVIEW AND TRACKING FORM Property Address: e artment review re uired Yes No in Applicant: f) nning&Zonin Tr aAdministrator Project: a N tL (L.a- 'h�o Public Works —�—d ublic Utilities Public Safety Fire Services Review fee $ _ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: J� A(y .� BUILDING PLANNING &ZONING Reviewed by� Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: LAVIsedasrtaos ,. , '; // , � � , �� � , � . 1 ,_ � , � . , � _ /A �' I l I I � I„� ! / , I � I ,a tsuiming Permit Application 6 City oT Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 r Phone:(904)247-5826 Fax:(904)247-5845 Job Address: I2 St l a" 3I0-T - SO Permit Number: Legal Description '5- VI 11,' 2S- 2-9 E /b+l a,it i s Seackt REN Lot 5 B l ci bc-S Valuation of Work(Replacement Cost)$ 2.,ON Heated/Cooled SF Non-Hued/Cooled • Class Of Work(Circle one): New 4tldgip Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(orde one): Commercial esideM)a • if an existing structure,is afire sprinkler system installed?(Circle one): yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe indetallthe type ofworkto be performed: &xrift.3e, Addt-Iticin Florida Product Approval N for multiple products use product approval form Property Owner Information Name: �1II RP-q an lf- Address: 3 Z� , Ciry Pc1lfntic tsubt Stat rt_ Zip 1233 Phone 362s 8252b3 E-Mail irep 1-C d' ' I Com Omer c enRJlfAgent Power of Attorney or Agency tetter Requited) Contractor Information Name of Company: qualifying Agent: Address CityState Zip Office Phone Job Site/Contact Number State Cert cation/Regis[rationN E-Mail Architect Name&Phone N Engineer's Name&Phone N Workers Compensation Fxemp[/roarer/tease Emplowea/Fxgratbn Date Application is hereby made to obtain a permit to clothe work and installations as indicated.l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meetthe standards of all the laws regulationg construction in this jurisdiction i understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. APR 1 4 2017 /ti,Llk (Signature ofoalrerorAgent including Centrpp�f[[99���„ (Signatureof Contractor)._ , ed and swot to affirmed before this l`("day of Signed and sworn to(or affirmed)before me this_day of bV by GUADALUPE GARCIA ( natureof Notary) (Signature of Notary) Notary Public-State of Florida Capmmmiolm•FF 943575 er�nalry Knownirat Dec 75.2019 [ )Personale Known OR e ti t [ I produced Identification Type of ldentHiration: 1 - G(:, Type of ldentifmation: taw City of Atlantic Beach APPLICATION NUMBER- . Building Department (To be assigned by fhe Building Department.) v 869 Seminole Road Atlantic Beach,Florida 322335445 ll Phone(904)247-5826 Fax(904)247-5945 E-mail: building-dept@coab.us Date routetl: ly City web-site: http://w .Coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: sk • *Se"ices ent review TuiredYes Applicant: Ow Zonin ,� ,t- inistrator Project: �l CL4 aA t— CLd&- 'h�l rks � ities ety es Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: �✓IApproved. ❑Denied. (Circle one.) Comments: )"C, BUILDING PLANNING&ZONING Reviewed by:�.�„�a/�r/TL Date: TREEADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: revised 05/14/09 �,,�, TREE & VEGETATION AFFIDAVIT �� ®�� City of Atlantic Beach Y'.aF. Department of Community Development ~�. �" Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 -.oa19 (P)904247-5800 (F)904247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r Owner(s) r Legal Authorized Agent• NAMEOFAPPLICANT Jill Regante NAME OF COMPANY n/a-Owner ADDRESS OF COMPANY n/a-Owner's address:3124th Street,Atlantic Beach,FL 32233 PHONE CELL (352)256-5116 EMAIL jregante@hotmail.com CONTRACTOR CERTIFICATION NUMBER n/a ATLBCH BUSINESS TAX RECEIPT NUMBER n/a SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 310-3124th Street HanaddresshosnotbeenmslgnMmthisproperty,contaatheABBuildtng0epmtmentatl901)247-S Mrequestmadress. LEGAL DESCRIPTION 5-6916-2S-29E Atlantic Beach LOT 5 BLOCK 5 SUBDIVISION Atlantic Beach REAL ESTATE NUMBER LOT OR PARCEL SIZE: SOFT AC RESIDENTIAL x COMMERCIAL OTHER(SPECIFY) I I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation'of the Municipal Code of Ordinances for the City of Atlantic Beach FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,l affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjacent properties in conjunction with this project. SIGN URE OF OW � SIGNATURE OF OWNER •ty''7` Signed and sworn before me on thil -" day of G4AAJk— , CWt�by State of Countyof Identification ve led: Oath sworn: Yes r No Notary Sig ture ' GUAaALUPE GARCIA ` r "Weir PUUIk-Stale of FkrWa IIS 1 tiAsl l REV-NA-v10.11 My Commissionex COM1111961,10 R#1#�7# City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800BaRoad Atlantic tic Beeacc h, Florida 32233-5445 T 1C•Y U •� Phone(904)247-5826 - Fax(904)247-5845 r E-mail: building-dept@wab.us Date routed: 14 City web-site: http://w .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3`a S-� • #SeNices ent review reuired Yes No Applicant: ow(� Zonin,p 1inistrator Project: aQ WX I 1 ty) rksitiesetyes Review fee $ Dept Signature Other Agency Review or Permit Required Review or Recelpt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS FReviewingnt First Review: pproved. ❑Denied. Comments: G Reviewed by: Date: y'-'7%7 Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 AIL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ` Copy ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 4.24.2017 Permit#: 17-RADD-3772 Applicant: Jill Re ante,ownerbuilder Site Address: 312 4'h St.,also 310,AB Site Address: Same Review: 1 Phone: 352.256.5116/352.682.5263 RE#: Email: 're ante hotmail.com Homeowner.• same CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. tl 1� he last page of the Florida Product Approval Information Sheets was left lank. Please come to the building department and asked to fill out the last pages of each copy that I have reviewed. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904( 247-5844 Fax (904( 247-5845 Cf�]ai/Pct (le View �arnvr•Pvvft Y-aV- l7 " " U 1 tsLmdmg Permit Application OFFICE COPY City of Atlantic Beath goo Seminole Road,Atlantic Beach, FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 31-)— 443 st (a+cc��a)-1310�St) Permit Number:/71—RX A0 — 37� Legal Description 5- 10 1 ((c- 2J- L9 E i4r+I Mt t C 5e4 REg LO-r 5 B 1 OC.KS Valuation of Work(Replacement Cost)$22=00:) Heated/Cooled 5f Nan-Heate l(Cooled • Class of Work(Circle ane): New ditio Reratcn Repair Move Demo Pool Window/Door • Use of existing/proposed stracture(s)(Circle one): Commercial esidentia • If an existing structure,is afire sprinkler system installed?(Grcle ane): Yes No NA • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: C2m cwjC Add%* Ion 7— Florida Product Approval a for multiple products use product approval form Property Owner information Name: affl 0i L2-- Address: 3 City State F 2ip3-L2-3:c!, Phone 5 82SZJ 3 E-Mail I! fA cd-r FtotTn u 1 Corn Omer oMgentilf Agent,Power of Attorney or Agency Fetter Required) Contractor Information Name of Company: Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number State Certification/Registrahonp E-Mail Architect Name&Phone M Engineer's Name&Phone IS Workers Compensatim Fxempt/Insurer/Lease Employees/Up ratbn Me Application's hereby madeto obtain a permit to do the work and installations as indicated.)certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction i understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBI NG,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMLN 15 TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. APO 1 4 2017 (Sgnature ofWrier or Agent Including ContrpF[yJLI,... (Signature of Contractor) d and swor to affirmed before this_day of Signed and sworn to(or affirmed)before me this_day of by by , s^ '.= GUADALUPE GARCIA if natureof Notary) (Signature of Notary) • _ Notary Publk.Slate of Florida E CamminRe FF 913575 Mss Cpmm.Eeplrea Dec 15,2018 OPersonalty Known OR ersOnally Knawn e n at I Produced Identification TypeofldentrfiwLion: 1 ' t/` Typepf ldentificanon: Rerir+.� �" A/7 -APi90d- ��2 NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval OFFICE COPY To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the Following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 5-69 16-2S-29E ATL BCH Lot 5 Elk 5 Address of property being improved:912 4i'Street(and 310 4'StreeO Atlantic Beach Fl32233 General description of improvements:Garbage Addition Owner: Jill Re¢ante Address: 312 4"Street Atlantic Beach FT 32233 Owner's interest in site of the improvement: General Fee Simple Titleholder(if other than owner): (@Y_NA Nam%� Contractor: Jt Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(6),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different dale is specified): Doc#2017087213.OR 8K 17947 Page 489. OWNER Number Pages:I Recorded 04142017 at 02:59 PM, lied: Date: Ronnie Fussell CLERK CIRCUIT COURT DUVAL 9efore me th' y0 in the County of Duval,State COUNTY T.' •�'(;T RECORDING$10.00 voFlorida,has personally ap-"" Votary Public at large,State of Florida, IT �p yuty of rval . .res: or•":8�%".r QUADpyypeSi owffn��: Notary mission t'75 �on: Commission if 913875 • e M .Exploit,Dsc 15.2019 / _ CITY OFATLINTICBEACH "9 � c�" // ®WINV,]K/ IJUILLI)EMAPrII)AV11 ' '. _y 1. FLORIDA STATUTES; CHAPTER 483, FLORIDA STATUTES, PART 1 'CONSTRUCTION CONTRACTING'REWIRES OWNER I BUILDER TO ACKNOWLEDGE THE LAW. DISCLOSURE STATEMENT MR SECTION 489.103('/),FLORIDA STATUTES STATE LAW REQUMES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EMOI DONALLOWS YOU,AS THE OWNER OF YOURPROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MU3L SUPERVISET1133COMSIRLICTIONYOURSELF YOUMAYBURDORTMPROVEAONE-OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCLV. UI BLDING AT A COST O+=,0WAO ORLESS. TEES MUSTBE FOR YOURUSE AND OCCUPANCY. ITMAY NOT BE BUILTFORSALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER TEE CONSTRUCTION 13 COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH M IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS a IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAYE LICENSES REQUIRED BY STATE LAW AND BY COUHTY OA MLWCIpAL LICENSING ORDINANCES. IL INJURY LIABILITY;SINCE OWNERS MAYBE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND MOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1083 RECUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOY9Q EMPLOYUNDER ANY CIRCUMSTANCES OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN-OCCUPATIONAL LICENSE'IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA 'CONTRACTORS CERTIFICATE' TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTM ENT(247-5828)IF IN DOUBT. V.ACKNOWLEDGEMENT I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. 12- -01 In S I I Jtante PRIM NAME 9 NA � MTE 02Mef!'e NYS ' • d:Y4 I 1 aNc tW arm oval,stale mFwnaa,naoaaal�raPPaareE nerinhy nnmrGnerselram afinrema all aaemenw anN Necla2Aom art Nueaq accurate. Nmary Puhlica Lege;Slaem 1JJ�nnf ��11,��yy�� arm�� fmn la aanasa lLocl/ � Vl \ Lj NmarySi9t�ue' gl � E�1R01qNmery tc-Stell m F�nma.¢uC9tmnlFrbn i FF 943875 E r) 7 \ mzewe � ; a (; 2) f . ) \ } )- ; Qf / ; / / f% [ ; ji � a o yo . . / g . ` ( } ( \ Er Ef k { 4 ! » § } FF 0 \ / / } \ ƒ \ ( {\ £ r \ ( ( { {} \ / / ) } (\ \ ; t } § % EZ \ ' 3 C f7 w . to . 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C U 1/4 = 1 >- U) w co THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. Mc uj 0Q w To of Plate _ N — Top of Plate p z o 101- W (A o N Z 11. W U �(j = OI O 9i w p V r 00 bo M w —I J W Q u- U — Top of Subfloor p w To of Subfloor Lu Top of Plate Top of Plate _ J o F- Q O W g Lu ii t i i r i i i i i i i :. U KITCHEN WINDOW W y a'z BEHIND WALL _ _ _ _ _ Z � 013- i i r i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z < ¢ ITT— Top Top of Subfloor Top of Subfloor O = O J PR POSED RIGHT ELEVATION Z = O oU) 1/411 11-011 U) QO U) z z 02 LO Z N w Z 0 2 w c q ' w Q � a T2P of Plate Top of Plate — r Z m Q Li z Z 0 0 co w F1 F nF FF 00 U � Ow p2 To of Subfloor p — - — m w U To of Subfloor w W Top of Plate Top of — — _ _ Z o Plate W c/) LL f- O u r i HV U = w °° }- = oOC W W Tom of Subfloor - Top of Subfloor — O O~ aw PROPOSED LEFT ELEVATION W = Z 1/411 11-011 0 0 Z F- ^ U Lo � Q � cu W i a) N (L NmM . � � cz 06 _� p O Z �OQLL U � (Dr To of Plate Top of Plate _ — _ _ Too of Plate Top of Plate_ _ _ O - - - - o Z0 � z Oa 00 0 o w c0 ao co co ZQ c Z mm - w — O O O w w o N 0 Too of Subfloor Top of Subfloor _ _ Too of Subfloor Top of Subfloor w Z o J o M 0 —Too of Plate - — — - - - — , Q � r Top of Plate_ Top of Plate Top of Plate � r O � = C4, S U -W i IU o - ' = - ' = - ' = - ' = - ' = - = O O O oo co °° O _ i To of Subfloor Top of Subfloor _ _ _ _ Too of Subfloor - Top of Subfloor _ _ - o - - m PROPOSED REAR ELEVATION PROPOSED FRONT ELEVATION O 1/411 = 1'-0" Z 1/411 = 1'-0" _ w F! i I IBM NMI I 6' CPww 2 t THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. _. 1 N wooD FRAMING L INTERIOR SHEATHING—I c= - f r i n Siding , a) ; ; I HardIsPane& Siding 1 H a d ePa a S d g w INSULATION I 1 ¢ WHERE REQ i WOOD FRAMIN i a 1 I I I � I INSULATION oo ooi (n WHERE REQ'D ; 1 I I WATER RESISTIVE BARRIER � I ; ; i Hard(eWrar or Equivalent Z i oo I O ca 1 I WATER RESISTIVE BARRIER HardteWrar or Equivalent j i W Z Y CD INTERIOR SHEATHINCr-il i U E LU EXTERIOR SHEATHING Q (� 1 0 W U I J I I W •Q I L U H i EXTERIOR SHEATHING ooi W (A iloI 1/4" GAP, DO NOT CAULK m o Iii oo oo WINDOW HEADER c- - J W > I Z-FLASHING Q 0 It w z cc 2 a ¢ � W ¢ a I i HardteTr(i@ Boards O Z 0 ° W '6 ° �0 0 0 a ° o W W °�-�¢ co ® ° 0 0 ° o dO �� FLASH WINDOW PER MANUFACTURER _ () ° °0 0 RECOMMENDATION F- w �� az FOUNDATIO � °$a oa o8 MIN. 6" GRADE CLEARANCE WINDOW FRAME Q a O °O o � � W T d o 0<00 GRADE 0 = Q O 0g 00 o a o d H J a PIP 00 Q Q Z = O � C-) c/) Cfi� D CL. „4fi�,4NC UJINDOUJ/DOOfi� -•1 ,4D Z O ZZ � W Fng_ 141)Z N W Z c i i I i I 2 w p d I WOOD FRAMINGI I I r INTERIOR SHEATHING ; 1 i i O N 11 HardiePana Siding I -_ - 3 J o HardiePanaSidin I J > C ¢ INSULATION ; ; 1 g i Q' ol i Q WOOD FRAMING--- WHERE RE > C" Hard(ePane@ Siding lo I WATER RESISTIVE BARRIER I i Z m ' i HardieWrar or Equivalent 1 Q z oo INSULATION Ii INSULATION i v WHERE REQ'D • I I WHERE REQ I c o 0 Z WATER RESISTIVE BARRIER uJ 1 1 WATER RESISTIVE BARRIER 1 HardieWral3" or Equivalent 2 Z 1 Hard(eWrao' or Equivalent i 0 W INTERIOR SHEATHING i (� BOTTOM PLATw 0 = lxo 1 I Q 1 I I ol W W EXTERIOR SHEATHING I EXTERIOR SHEATHING i W Q MOISTURE BARRI ; 1 WOOD FRAMING EXTERIOR SHEATHING F" J Z I I I LL O -« 1 i I Z O W 1 ----------------------------------------------------------------------- I _ 1/4" GAP, DO NOT CAULK ° -------------- ----------------------------------- _ = 1 W ---- 0 4 o a ° ° MIN. 1" - 2" CLEARANCE DEPENDING LEAVE APPROPRIATE C� Z � __________________________�_ C 80 00°00 00 40° ON SPECIFIC HARDIE ZONE --------------------- - - ` I GAP AND CAULK Q I o a ° I t = 0 00 o PATH / DRIVEWAY / SLAB i Z-FLASHING <_-- - ~ (L u ° Hard(eTril@ Boards W W - CONCRETE SLAB ° 00 °$ 11 a oa 0 0 �� 1 OPTIONAL DECORATIVE MASONRY FOOTING 0 0 � 0 � ® � 0 I _ 0 00 0 I i BAND BOARD ----------------------------------------------- 0 -- F- Q ° 0ao INTERIOR SHEATHING-4- j $ O 00 0 0g o �o Q ° I I I ' ' '— — I HardtePan® Siding LEAVE APPROPRIATE Of Z o a 00 GAP AND CAULK 1110 00 0 oo6A oo — �— Z 4-a WARDSCAFE CLEARANCES, DECKS, 0 O ,�TL O Z F-" U) U 0 PORCHES/ PATIOS, WALKWAYS, ROOFS, ETC. W � � cz cm mM S SCALE: 1/2"=1'-0" _ CI` C� N.s2 to c: M •L WOOD FRAMING a Z 06<L �S Hard(ePandS Siding U r Q L INTERIOR SHEATHING---t O O ----------------------------------------------------------------------------------------------- ---- ----- Ch WINDOW FRAME -- --------------------------------------- - ---------------- - Q INSULATION WATER RESISTIVE BARRIER FLASH WINDOW PER MANUFACTURER J O WHERE REQ�D �— Hard(eWral3' or Equivalent RECOMMENDATION ZO WI IF TRIM IS PROTRUDINGA 2 Z WOOD FRAMING--;i BEYOND WINDOW SILL IT ;; Z MUST BE FLASHED _ O - - _ 1/4" GAP, DO NOT CAULK � i -___--------- ---- ---- -"--- -- ---i U WOOD FRAMIN INSULATION WHERE EXTERIOR SHEATHING ` - HardieTril� Boards I W }- REQUIR BLOCKING AS REQ' I INTERIOR SHEATHING FLASHING � ; i LEAVE APPROPRIATE _ -17Q _ f GAP AND CAUL I ' TRIM AROUND OPENING i I Z LEAVEA-------------------------- ----------------------------- --------------------- --------------------------- AND G UPLKROPRIATE GAP HardteTr(m 3 Board i W 0 LU N o 1 -------- ---------------------------- -------- ----- --------------------------- ' FIXTURE INSULATIONI 1 I 'U WHERE REQ'D HardtePane@ Siding i t Z � J o M q 1 I Q �- U- ' 0 PENETRATION— I LEAVE APPROPRIATE � GAP AND CAUL i I 2 = C\J 't V �— INTERIOR SHEATHING U a- U o `r `a a HardiePanel G SidingI 0 WATER RESISTIVE BARRIER I W --- ---- `-- -----------------"------------------ Hardiewral5" or Equivalent Loo WATER RESISTIVE BARRIE I 0 HardieTrti@ Boards i HardisWra� or Equivalent i O WATER RESISTIVE BARRIER DOOR / WINDOW Hard(eWrar or Equivalent •� LEAVE APPROPRIATE GAPI I a � I I W JAMB Hard(ePan& Siding AND CAULK i 1 WOOD FRAMING T FLASHING TAP LEAVE APPROPRIATE GAPi EXTERIOR SHEATHING i W AND CAULK lo AND SHEATHING-♦ m F i I Hard(eTrtm® Boar WOOD FRAMING—`� HardiePan® Siding i WHERE REQ'D o INSULATIONI O I 1 F- EXTERIOR SHEATHING EXTERIOR SHEATHIN I Z I I ' t'Y W FILE Q ---- TILW 10 DOOi� / UJINDOUJ J�4M� �iXTUR� �'�N�Ti��4 ION � UJiNDOUJ SI�� INSiD� COi�N�i� ~ SCALE: 3"=1'-0" THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. T� C co w a O LL 0) C C6 cn z x O r W Om o p W_ Z w C1 u- W v LLI > Q U 0 � J w W J u- U W U) J W w -� > o QO a w w a a m Ow -� 0 Z w w Wm U c a z I— w Z IX 0 C � ; T Oz QO N J � J zQ O = Um O m Zz QO 28'-10" 2'-0" 28'-10" z w 02 Lo Fo ZFnN wz T 2_ ww M Lor 4 cfl 11'-7" O C 2868 2868 - - ---- ----- N Q =u o M \ 4 1 litl _ M co ------ C� u') in to a 5' \� o - ` - O � Uco a LU H U o a . Lo QO 1 co O e - - co Z D w 'Qr' �+r] O = O, c°S � U =266 _ _� U f.i r N 0�0 00 co N M Q W 0 O U - - - - Z rn 16'-11 Y2" 10'-311 0 = L u ;• M w o wH U J ] m 15'-7'/s' = M o O Z LL O co Q 1'_8'/11 rr nn w U - Lo 4068 2868 O p U - 2 V V J _ W = U U M Lu Lo I T �. ® M co H Q 268 20 "' �D � - � ' Z � Q 0 ~ O - _ _ O CL Z o to - J = - - - _ Q _ L1168 1'f 168 2068 _ 6'-0" � 51-01f r J o -v /n 2 V N N C7 ` ' ` ' 09J \ � N W = J N r _� - - co O m �-01-- 4068 8 2068 ("68-21 N - - a Q �; co O T = - ---- --------------- -------- 4'-211 O 1 WALL ABOVE (L W 1F- 2068 1 Z ZO 511 2 ww O Z = �- � Q Om O w O OQ p o ¢ V J - - �/ U N �_ cl) O OO (7 2 rn �// ''° co o: Q N H U z ; '' `�' LL 0 Z O •^�'' V 00 , r co coCY) C6 �g --- W _ �r C:F co m 11'-7" 5'-0" % , 9'-10'/z =� - - 11'-7" 5'-0" �. \'9 `r3' L 7 O ,� r C _ M O Z co O Q LL M U 3064 Q � cM 121-011 [ 28'-10" J21'-7" 3'-0" 4'-3° 4-0 O w mz 28'-10" 2z 0 < 310 Existin_ Second Floor Plan 310 Existing First Floor Plan mz SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ~ Q (f) _z > 0 N_ W N 'J co t Z Q ` D � � U D c L O ' w w ------ � m 10 iQ Iz w w THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND AY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. EDGE OF ALL THREAD WASHER MUST BE Q O WITHIN 3 OF THE HEADER KING STUD,TYP BOTH SIDES OF OPENING. m 3/4 PLYWOOD DECKING FASTENED TO TOP PLATE TO HEADER: C� w JOISTS WITH 8d RING SHANK NAILS TOP PLATE TO GARAGE HEADER SSP AT 16"O.C. o AT 6"O.C.ON EDGE, 12"O.0 IN FIELD. w I CONNECTION:SIMPSON SPH AT 24"O.C. o � WITH(12) 10dX1-1/2"COMMONS. EXISTING TOP PLATE TO REMAIN I - -- a o " j — . z Q w V - - ¢ O > I E Z p m J 2x12 DECK JOISTS AT 16"O.C.FASTEN f — w EDGE OF ALL T READ WASHER TOP PLATE TO KING STUD CONNECTION:(2) w w TO TOP PLATE WITH H2.5A. MUST BE WITHIN 3"OF THE SIMPSON SPH WITH(12) 10dX1-1/2" ' a O j CO) HEADER KING STUD,TYP BOTH ' I COMMONS AT EACH END OF HEADER. , i ! KING STUDS TO TOP AND w z w w SIDES OF OPENING. j BOTTOM PLATE WITH SSP. wo g o w NEW HEADER.SEE PLAN FOR (2)2x6 NO.2 SYP TOP PLATE i I GARAGE DOOR HEADER.SEE FRAMING SIZE, KINGS AND CRIPPLES. FASTENED WITH(2)ROWS 10d AT 16" ` O.C.STAGGERED.MINIMUM 24"LAP I PLANS FOR SIZE AND PLIES. WITH(12) 10d IN LAP. CRIPPLES TO HEADER: C14 C? N .- MSTA18 WITH(6)10d IN o o N0.2 SYP H ER,TYP. SEE HEADER,(8) 10d IN CRIPPLE o 0 3/8"ALL THREAD CONNECTORS.SEE (, PLANS FOR S =,PLIES,AND ALL-THREAD NOTES FOR NUMBER OF KI GS AND CRIPPLES. �i� i v W Z c•, co .r FASTEN ADJACENT STUDS W/(2)ROWS 10d /i = INSTALLATION SPECIFICATIONS, I �� COMMON NAILS @ 8"O.C.,STAGGERED. SPACING AND EMBEDMENT. I FASTEN 7/16"OSB TO EXTERIOR OF RETURNS&ABOVE DOOR W/8d @ 3"O.C. I ON EDGE, 12"O.C. IN FIELD. FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES 12"O.C. IN FIELD. I I V � � I KING STUDS&C RIPPLES:(6)16d Z BETWEEN ADJACENT KING STUDS AND CRIPPLES i PAHD42 FOR GARAGE HEADER CRIPPLES. I I I f Z I ' ALL HOLES FILLED WITH 10d NAILS. ! ce) 2x6 SPF STUDS AT 16"O.C. 04 N V W M 1 I w GARAGE SLAB ( I 1/2"X6"TITEN HD SCREWS NO O F- 3 2x6 NO.2 SYP PT BOTTOM PLATE. I PLACE 1/2"AN .HOR BOLTS PER i APPLY 1/2"ANCHOR BOLTS AT 6'0.C. THE TYPICAL WALL SECTION. FURTHER THAN 3"AWAY Z t4 U I, FROM CRIPPLE STUDS. W _ WITH 6 MIN EMBEDMENT,AT EACH SIDE OF BOTTOM PLATE SPLICES. 041 FINISH GRADE LU Q CONTRACTOR TO VERIFY — — — " i 7 p D II D iI ( D °D c�h SEE FOUNDATION PLAN FOR 1Ja— EXISTING FOOTING TO °C° SPECIFICATIONS. REMAIN D t> >D � W D __ e P P eP I __ � � _ � i �—I � �- I � _� �—! t— __�� � �—I I �i 1 i I i� 1- � ; �_• � I _ - - �I , — � � -11 -III f;i I_ _ F- _ _ IIi— i e e i— i D o GARAGE DECK SECTION TYPICAL HEADER FRAMING DETAIL TYPICAL GARAGE OPENING DETAIL 4 HEADER FRAMING DETAIL LOL 1 2 3/4"=1'-0,. 3/4 1-0 �, o 3/4"= 3W'= 1'-0" N NOTES �0 Y 0 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL 3 o .� ~ O U � O CONNECTORS ARPREQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP PLATE. w J SSP AT 24"O.C.WITH ALL HOLES FILLED WITH 8d NAILS. BUILT UP(3)2X10 JOISTS.FASTEN ! TO FILLER WITH LUS210-3. W I I EXISTING t DECKING.REPLACE SEE PLAN FOR BEAM SIZE Q j I EXISTING TOP PLATE AND WITH'-'PLYWOOD,FASTENED N0.2 SYP HEADER,TYP. SEE I WALL FRAMING. —_- WITH 8d NAILS AT 6"O.C.ON EDGE, (4) 1/2"THREADED STUD — PLANS FOR SIZE, PLIES,AND I - -- ���111 NUMBER OF KINGS AND CRIPPLES. ; I 12"O.C. IN FIELD, IF NEEDED. FASTENING BOTTOM I i f FLANGE TO BASE PLATE. I z • 1 I � ' sI Iii 14 � IiI EXISTING 2X JOISTS. STS .FASTEN TO EXISTING HEADER FILLER WITH L S28. Q i � II 7k12'k1/4"PLATE,WELDEDTO NEW W76X61 STEEL BEAM. (3)2X12 COLUMN BELOW AS SHOWN. I FILLER.FASTEN FILLER TO STEEL U. CRIPPLES TO HEADER WITH I ; I FILL OPENINGS WITH 2X4WITH(2)ROWS OF 3!4"BOLTS AT _ I MSTA18 WITH(6) 10d IN HEADER, NO.2 SPF STUDS AT 16"O.C. 12"O.C.STAGGERED. '-� -' 3.5"STEEL COLUMN SUPPORT. I (8) 10d IN CRIPPLE I I 1 FASTEN TO AND BOTTOMMPLAT/ BELOW I NTH(4) 10d TOE-NAILS. TEFL SE�CT�ON�W IT FLOOR 8 BEAM TO COLUMN CO N i i I 1 A3/ " g w¢ civ WHERE DOORSNVINDOWS c 00 I I EXIST, USE 2X4 BUCK. ° , , I i KING STUDS&CRIPPLES:(6) 16d I ; ' U ! I I I ' FASTEN EACH END WITH(4) I i BETWEEN ADJACENT KING STUDS AND CRIPPLES. 10d TOE-NAILS. V I , ! i I i i ♦♦;r��� uoj 1 1 1 V Cji 0,11 N II ! I I II cou (0 I i ISI c m + I ; I i j li iII -� 2X4 PT NO.2 SYP BOTTOM axi 6 m j I { PLATE.FASTEN TO EXISTING Q m o SLAB WITH 1/4"TAPCONS AT 1!4" (2)2X10 HEADER -2 $ ( i Ij II 6"O.C. N mov ! j ALL CRIPPLES AND KINGS TO i BOTTOM PLATE BELOW WITH SSP. I i i O t, 4 441 m Y N 0 U ■ ca M ' CD -tom " yl E•�{7tC "r I i II I I D D • • • ( • • • - I e De I I ° '� 1 10"x10"x3l4"THICK SIMPSON WNP210-2 D o a D r --� ^ ° D 1 p e D BASE PLATE. + • ' I D ; d � O �V •� SEE SECTION 8 FOR i EXISTING FLOOR SYSTEM AT 16 f i { O.C. FASTEN BOTTOM PLATE TO I �=III=) I —) ( I I — —I I (� COLUMN/BEAM FASTENING. BOARD WITH 15"CS-16 BAND 9"ON w __ I _ _ BAND BOARD,6"ON BOTTOM iII 10" Sheet No. PLATE.FILL ALL HOLES WITH 10d 13/16"0 BOLT HOLE NAILS. (TYP 4). IT TAIL WALL FILL DETAIL ASE PLATE DETAIL BEAM TO COLUMN S101 HEADER FRAMING DE 6 3/4"=1'-0" 10 3 of 3 This document,together with the concepts and designs presented herein is intended whly for the specific purpolia and chard for which it was prepared Reuse of and improper reliance on this document wAMcrt wnfim authorization by Alexander Grace Consulting,Inc.,shell be without iebiily to Alexander Grace Corsubri%kc. Kt tk. ATLANTIC BEACH, FLORIDA 3223-4 SLfF�t 8ER: Pj 1609 x DVI SI - ; OIC DATE(S);(REV O i f17/20141 }} �� c S 'd�►�t La?3 r10 A(710-7 -L�Z— SbG � I C-zrz + It ) 1+ 0-,G� K NV, � �✓5�"" f , nos -0-1-- 1 int '� -7b. , th— 'N d��I � R;. - _ .ST .�.E�- � � i - }•- w,. 1 12' z_,mr/•' f P" I I��� CL i5 Fhff ° OFF r X `F y (j_J Ttni c F 4 it Y O r Iva ntn `�— QLL 1 �-�_- 14 \\ _01I OFF 3t 3t OrQJm �`'Y 7, � 3 .__. T � k zZ 5 r� 1 V:j. MaN aaQ"Ap5 +C F" SLf'VPC�,C7 .Jr�trF�'h:Btr�d�CE` Y 119N ; �/ " ,ry:t { a"milt-k Q� 21 X04 - U0 - - - - - - LOT 8 LOT 6 LOT 4 BLK 5 5LK 5 3Lr, 5 " feby Ca ¢z _ me E-r 1f 77 Copy at�ib arl4! S tv o t�tnna'?�! S (ftGf` i BOW Of"fen W7 of t R, ! rr 40' 3Cr 2t7 IG' 0 2cr a / as N-vrxwd mm wlPtftG r.�G x i�s•rs �RiS.>S,rv,-yh,-a,c,Tesesf1therthim►rctMjC;,yMttatrcNiM0iVcr cxtkm s41jisattheUses 5de R1skandWthoIIto The 5ury +ar- w ..:.. "ath[m9 he eoft Shall 6r C.Teti mem to Gtwe ANY Right;or i3aleTSL^Fta At7 ne Other than th6ImL 11 Isla POINTS OF INTEREST WITH TME LOCAL GOVERNING NONE VISIBLE Y d i.VVVW, MA­GC:#V,THE PROPERTY APPEARS Ti`?HE 0PE�TY�+'ASS FOURIII IN THE CITY OF "R� _ACHCOMMU fTY NUMBER 120075,DATED 06103/'13. JOHN WOLFEL JAN SHIELD REAJOA0 REALTOR' � r.�lT UPe�1fFtR:I'S� 39C, [ ATflftZt} 4 r •U., tc.. L 1IF" '�F_PP .�4TE & 1ALNE f EGaNT ...�...,� . ....Fry.., �r �t r a ARE" M HOLLOWAY T'��'ST�f� 14#.il�.1111 904.9532004,� ,;, JdN"ALfFZtCS _11ETAn �,IItSFt�1.OS,�1►,11SO1FRE�ttTYC4Kt.E ,. �•�. S: =moi ;50TES fit' M REGANTE&;tANE A R04ARITE:fiH� .AW OFFICES •••r £� R t3 SCHLOTH P A,;OLD REPUBUG NaTlgtvaLT{TLt! Ewa �ACTA t�fEt;tC'*CMI'�1' 'l; iPMQFGaN+CFASL'BANK,NA, !!!f! +w�y� Surveyors, ` f ` r�y y� c. I>ec T'1is is page 1 of 2 and Is not valid without all pages. � s-la��.�,e 7a4�z8az L5!•1331 1194(/F�kway tikes DriYe StJlte f•Ft.FAycrs FL 339 t 3 N Q_ _ Q ORDERED BY: The Law Offices of Rod Schloth 2187 S Third St _ cksonville Bch, FL 32250 904-372-9351 beach rod-la .co �- a PROPERI Y ADDRESS: 310-312 4TH STREET ATLANTIC BEACH, FLORIDA 32233 ` SURVEY NUMBER: FL1409.1333 FIELD W DRK DATE:9/1612014 REVISION DATE(S):mEv.o 9t1at2i m FL14091M JO 3-'411$ 2APM 'q" rv),Ls Ix F I L CC SOUNDMY SURVEY DUVAL COUNTY 6v 5 89°45'23" E x,35' } cs t.Azv--- 5 89°3T 15'E 139.79'(M) Cq !t2 ! 11148 1P�`1°m F' 1.5 tl� QRJ ft VOID 1 1!5189 °} G:AAI�JhG t)fF " Q �► . I tS9 21 W 49.570) _ < I rim 343' N 89"53'05'W 50. 14' (M) .� M 7.5 560 P ;i{ Vin 0�4' ...� a Z 2 STY. -.- l t1C 3. Ln 0 nit e J r IATIO k 12':: WATUP .... '411;7 c { 014 02 } 11t� KCl" � i FILECOPS rr �`- t-2 1.1 t 05189 )g g 3 ROD � £1¢ Y a. I hereby of 11he hotel oWdirectimi f � and to t of myand .ft isa f o and teas%10 "Oft 1fle i in 5J-'IT of _ the 40' 317 ZU I a Q Za 40 t S[!1t _ W B.Hsas CsFAPH#C Sh d fids Ankniand 5irMw wd M UM=NM= I inch - 413 Wt � s i i LU U > a O U vi Z O m W W LL W v i _ W v L` W a. W Q LL "ULAN f�l r mW 6 J ill PlMgjuj! W LU { —� O w a ss,3 7 to } yy Z a C7 TrE 1 $$} u m Z x ac cc ay '�' a ,'" wW 1 x#f l ri m pi. W U C7 M 3, W M 0 F D ;o� t W C/3i a z r 00- U) baa 2 0 F Z x. �w U) ZZ 02 /A T Z N W Z o 2 W C p -.1'^ T C0 1L C W U) a H Z W o 0 W Z I W U D = W D W 310 312 4th Street ABeach FL LL oZ U) W PE ISSUE E < May 28, 2015 w WW oF- WO !L W Z = o O Q V ai a? Z O '��U O � ULO SQUARE FOOTAGES FILE COPY w m co � w C T z Square footage numbers were taken from Property Appraisers website - U- >- M Co May 2015 and are for both units - 310 & 312 4th Street. REVIEWED FOR CODE COMPLIANCE z C) o Q� y CITY OF ATLANTIC BEACH U N M SEE PERMITS FOR ADDITIONAL 3: F REQUIREMENTS AND CONDITIONS :50 i EXISTING: aE ►ED By: DATE: .,..�L.47 0 W � Z BASE: 19770 ° a INDEX OF DRAWINGS W >- FINISHED UPPER STORY: 1 ,770 � a CVR COVERSHEET W o BALCONY: 120TYPE OF CONSTRUCTION..... . .... TYPE V-B A-1 310 PROPOSED FLOOR PLANS W FINISHED OPEN PORCHES: 324 A-2 312 PROPOSED FLOOR PLANS w a OCCUPANCY CLASS.. ... . .... . . ... . . .... GROUP R-3 0� _ A-3 310 - 312 PROPOSED ELEVATIONS Cj 3 984 A-4 TYPICAL WALL SECTION & WINDOW FLASHING W PROPOSED: APPLICABLE CODES: A-5 TYPICAL JAMES HARDIE FLASHING DETAILS ) o 1 . FL. BUILDING CODE - EXISTING RESIDENTIAL 2010 E-1 310 PROPOSED ELECTRICAL PLANS ' a. a. NEW GARAGE ADDITION: 610 _ 312 PROPOSED ELECTRICAL PLANS W 2. NAT'L ELECTRICAL CODE 2008 E 2 ; W T OPEN DECK ABOVE GARAGE: 652 3 . FFP CODE 2010 X-1 310 EXISTING FLOOR PLANS , oE5 X-2 312 EXISTING FLOOR PLANS o 4. ATLANTIC BEACH LAND DEVELOPMENT CODE Z 19262 S STRUCTURAL PAGES (PROVIDED BY E.O.R.) WOf �-�► a CS W is V THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. i ii NU) co Lu < 0 L _O LL (� 0 Z Q 0 0 W z o CL IL W 0 T � g = M 0 U J W W J ILLU Wm J W > J Q � w CL C3 c/) a a m Ow W W °W Wm W0) a z F- W Z a 0 c/) L T 0 = a0 � J � J za 0m UU) 10 I LV Z z 0 Q — I ? I zZ 30'-10" T-6" , -J 30'-10" W 0 2 29'-2'/" 29'-2'/2' Q Z Z m N 1-7 4'-0" 5'-0" 12'-2'/2" 5'-0" 3'-0" I m I J w 0 W 9'-6" 6'-0" 13'-8'/" 0 CHANGE TO CHANGE TO - EGRESS WINDOW EGRESS WINDOW q W J � 5050 5050 10 6068 w/ a 0 0 W r la Z la z - --- I 17'-1 V/2" o o J 10 co Lii a1 _ BEDROOM 3 4'- " MASTER -1 CL z co 0 I _ I I 0— w O j. I Q C z I � I _ 0 w I UW KITCHEN I o z F N M _ - o - LIVING ROOM 96" CLG HT o W U c� o - 0 0 96" CLG HT ----- d, I = c~n Q L M - , F- J Z 9'-11" 4' 6„ 14'-0'/2" ti co 7'_0" IO ~ 0 c N ,. 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L Q Q CO � LL O 70 C Z O m 06 0 �5 o C Z LL W v > F U a W Cz > W Q LL U v W mo W LU J012!,w Q O O (L Cw7 � U ¢ a m 0W W W Q¢ Wm U LU a z f— W Z 0a (/) W T WOOD FRAME CONSTRUCTION WOOD FRAME CONSTRUCTION O = Q O GORE COMPLIANT WINDOW INSTALLATION METHOD (FBC-R-03.8) CODE COMPLIANT UANDOUW INSTALLATION METHOD (F5G-R-03,8) L. J WEATI-IER RESITIVFLASHING APPLIED D{�@THE E AIE PRIOR TO MOI,Ix E WIN ©ATI STALLATION . /� WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDdW INSTALLATION, �} ' Z Q 7!�! FLASHING APPLIED THE MOUNTING FLANGE. �,^� STEPS _ 4X4 POSTS WITH N WATER AT T DING FASHION, SECTION W A __ o �, (I) THROUGH WINOCriU JAMB : -''�S STARTING A7 THE BASE OF SECTION A THE.WALL f WORKING TOWARDS .TIN WATER 5HEDDING FASHION, THE TOP,INSTALL THE WRB STARTING(AT THE BASE OF THROUGH WINDOW JAMB 0 Z DECK RAILING AT TO THE FACE OF THE THE WALL,WORKING TOWARDS SHEATHING. THE TOP,INSTALL THE WRB Z SEALANT BEAD 11 �APPLY SILL FLASHING(4orb") BEHIND MOUNTING 70 THE FACE OF THE Q U) MIN. 36 ABOVE DECK SURFACE SHEATHING '^ APPLY BEAD IN SEALANT APPLY SILL FLASHING(4or6") z Z AT BACK OF WINDOW FLANGE TO HEAD l BOTH APPLY JAMB FLASHING O W , V V JAMBS:APPLY A DISCONTU,IUOUS BEAD TO - APPLY DEAD OF SEALANT _ co 0) 2X DECK FRAMING @ 16 O.C. SEAL THE�� FRAME FLANGE, IN 11 APPLY A%"NOM.DIA.TO THE BACKSIDE M BOTTOM FLANGE LEAVING � AROUND THE TOP x 2 51DE9 � f2)2'GAPS. !INTERIOR)OF PU WINDOW FLANGE,IN LINE `� '' ———.— _ OF THE BACK SIDE(INTERIORMZ 0 N M WIT}{ANT PRE-PUNCHED HOLES OR BLOTS. Z O SURFACE)OF WINDOW w WINROIU USINGs PAN HEAD MOUNTING FLANGE.BCREUIB TO FACILITATE. a FLASHINIC4 tll ———— W O — ccIN$PECTION. r APPLY DISCONTINUOUS BEAD G WFLAT MEMBRANE ROOF �JAMB FLASHING SEALANT BEAD BETWEEN OF SEALANT TO BOTTOM FL.A$HINGW��j APPLY JAMB'FLASHING APPLY CONT.SEAT.TO THE MOUNTING FLANGE$AT FLASHING AND MOUNTING FLANGE., FLANGE,LEAVING(2)2"GAPS. 0 APPLY BEAD OF SEALANT THE TOP(HEAD)AND SIDES(JAMBS)OF WINDOW. IMMEDIATELY INSTALL WINDOUI SEALANT BEAD 15ETUJEEN J �/ d ® EMBED JAMB FLASHING INTO SEALANT AND FASTEN APPLY A Y."NOM.DIA. MOUNTING FLANGE AND LL TO Of Plate AT HEAD IN PLACE. (FLASHING GOES OVER SEALANT), DEAD OF SEALANT TO THE FLASHING. J O Q APPLY HEAD FLASHING ® AACROSS THE FACE OF ANT BACKSIDE f INTERIOR)OF THE Q 2j Z O 0O - — R>=MOV£PREVIOUSLY APPLIED / MOUNTING FLANGE AT HEAD MOUNTIN65 FLANGE AROUND Q TAPE,ALLOWING USL TO LAY / !'FIE ENTIRE PER L TER. . FRAMING PPLY HEAD FLASHING 'PLACE BEAD IN LINE..WITH 2X CEILING A M I N G 16 O.C.O.C. FLAT OVER HEAD FLASHING ANY LOE-PUNGHED MOLES FLASHING A7 HEAD EXTENDS z } 11 / REMOVE PREVIOUSLY APPLIED OR SLOTS. APPLY NEW SHEATHING TAPE � ��` I"E,£YOND JAMB FLASHING. Z m (/��ry,��/� OVER DIAGONAL CUT-SEE TAPE,ALLOWING WRB TO LAY < �J DRAM. ' SECURE WRB FLAT OVER HEAD FLASWING. t� AT HEAD APPLY NEW SHEATHING TAPS / - OVER DIAGONAL cut-SEE /: (9)HEAD FLASHING U) Q H (D DIAGRAM. /� d..- '� APPLY A CONT.SEAL.ALONG � (V � � �'. 'yr MOUNTING FLANGE AT THE © / a /, ° \ HEAD. FLASHING GOES OVER SECURE v MOUNTING FLANGE. EMBED W . _ JAMES HARDIE LAP SIDING ON EXTERIOR I, BOTTOM OF HEAD FLASHING z - i I�,. --" i \ AGAINST SEALANT(FLABHINra.. / \ BEYOND AT HEAD EXTENDS(" / / GOES OVER SEALANT). 0 W ( .// BEYOND JAMB FLASHING. Q/�. '� �,� EXTEND 14EAD FLASHING OctBEYOND EACH JAMB FLASHINGS v I , FASTEN IN PLACE. O W 1 v Q AHNG AHEAD FLASHI ' I 0 I SEALANT , / I EMDED BOTTOM Or THE FIEADCIO I \ / // I APPLIED SEALANT(PLASHING.GOES '.J / I ♦♦W� 0 © \. I OYER SEALANT),EXTEND HEAD _ I vJ W Q FLASHING BEYOND EAC44 JAMB AFTER INSTALLATION. W 1 FLASHING.FASTEN IN PLACE. o SEAL ALL GORIER$OF L Q ®JAM F H 1i; A MECHANICALLY JOINED � — 1 A FR IIE8 TO SEAL FRAME EXTEND JAMB FLASHING /' I I SEAM JUNCTURE. TO OVERLAP BILL O 2X4 WALL FRAMING 16" O.C. A LL H QJAMB FLASHING I I FLASHING. EXTEND / v EXTEND JAMB.FLASHING TO "'�/ '*' JAMB FLASHING B JP I '^ W U � To of S U bflOO r OVERLAP BILL FLASHING. TUC KTOP / f2201Nhi)ABOVE RGUGFI I / f SEALANT rn — OF JAMB FLASHING UNDER THE FLAP I. / OPENING A7 HEAD. 1 ✓� \ • MONOLITHIC FOUNDATION offAPPLY A°AT J OF WRI!5 AT THE HEAD.SEE DIAGRAM. ' I / SEALANT. TEMPORARILY HOLD \``. �' ® D \ ( L1J FLASHING N PLACE ! / UNTIL WIRD 18 APPLIED 4 .. S�-L FLASHING: _ _ SILL FLASHINGJ © cc 0 2 SHIM AND ADJUST C4ND TO ACHIEVE SQUARE, L SHIM AND ADJUST WINDOW TO ACHIEVE°✓QUARE, PLUMB,AND LEVEL GGNDITION. USE CORROSION � f A � W PLUMB,AND LEVEL CONDITION. USE CORROSION LL ,��, Q RESISTANT FASTENERS. FASTEN WINDOWS PER I WINDOW FASTENERS. FASTEN WINDOWS PER (D WINDOW MANUFACTURER 611111111, iQ WINDGW MANUFACTURER FASTENER SPECIFICATIONS, W W — (DWEATHER RESISTANT a WEATHER RESISTANT I BARRIER(WRffi) O AT A 4s DEGREE AW--d-E,CAREFULLY CUT THE 9 BARRIER -WRB O 1 AT A 45 DEGREE ANGLE,CAREFULLY CUT THE TOP EEIDGGE OF TDIAGONAL. BARRIER GUPP AND TAPE LL BARRIER ON A DIAGONAL. GENTLY RAISE THE y TOP CORNERS AND CENTER TO THE EXTERIOR a W / TOP EDGE OF THE BARRIER UP AND TAPE THE / 1 // TOP CORNERS AND CENTER TO THE EXTERIOR / Z / UAZB SURFACE:ABOVE. / WRB SURFACE ABOVE. / INTERIOR VIEW W O r INTERIOR VIEW TOP LEFT CORNER OF WINDOW 2 ALL STRUCTU173 RAL ELEMENTS TO BE SPECIFIED BY TOP LEFT CORNER OFWINDQUJ o a v a) p0 N 2so ENGINEER OF RECORD (E.O.R.) Z NOTES: NOTES: •� ON F— W r` N is 1. flashing to be flexible self-adhesive type(min.4"wide) fo 1. flashing to be flexible self-adhesive type(min.4"wide) m co sill pan flashing sill pan flashing NOTE: ADJUST GRADE ELEVATION OF NEW GARAGE TOA LOW 2. cover sill to at least depth of window,plus 2"onto face of wrt 2, cover sill to at least depth of window,plus 2"onto face of wrb w T co FOR A 3 INCH STEP DOWN OUT OF SECOND FLOOR DOOR ONTO °ped surface s su ave >- (optional) 3, the pan shall direct water to the exterior over sill flashing � oce) 3. the�n shall direct water to the exterior over sill flashing �- � � � as NEW DECK OVER GARAGE. sill plate 4.. install flashing around remaining window unit sill plate 4. install flashing around remaining window unit 09 0)O Q �< U N 5, weather resistive barrier to form water shedding laps /,� 5. weather resistive barrier to form water shedding laps CIO A � � we r see nye weather resistive SILL PN LASING weather resistive SILL PAN FLASHING— TYPICAL WALL SECTION THROUGH NEW GARAGE 4 SCALE: 3/8" = 1'-0" barrier hamar z w NTS Co�tton�l) wall sheathing NTS (optional) � Z i wall sheathing z i=reparerl 6y SOAP drat Coast Chsptar S-11-2013 Prepared by BOAF f=irst Coapt Chapter 9-11-2013C) < W HQ I Typical Window Flashings WZ SCALE: 1/4" = 1'-0" > W W a M N M WCC � N co 0 0 U) z _1 O M 0 Q H LL0 _ 2 N v V d Vow uUi W L) 00 : _ � W W M IO O z yrs{ W FILE CC� Q W THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. r C Cz % CL aW � U _N W z N m Coll0 0 Q- Z L 0- W CL W � o I > � M 00 J W W U- mU CO � o w EXISTING UNIT - 312 4th STREET EXISTING UNIT - 312 4th STREET � w ; Qp W 0- c� CL 4050 m 0 Q °- 7777 FIRST FLOOR ELECTRICAL LEGEND b68 z [crow LU O W VIEDO SYMBOL ELECTRICAL COUNT ' `, o w W WLU M q` = 0 R W EL BEDROOM 3 M 4 0- - _.._ _ _ _ _ _ _ _ _ -Q . � zW C14FA L I N G _ _ _ -Q ° W ,- o ceiling fan 2 o z Q Q KITCHEN 0 J o BATH 0 - - - - - - - - - \ \ O QJ z Q N can light 6inch 7 0 co co 00 3068 O pendant light 3 d _ b 0 z N N o Disposal 1 o �`. - Q r� 2668 � N p \ Z z HAL o Garage Door Push Button Switch 2 z w 1 DINING ` `% U 1 ' R TO UPSTAIRS 0 C\1� .D 'N 6 IYICLOSET N`�`, 'o o N AI ,S garage door opener 2 _ FIXTURE w z o i ;S ,T - , o exterior sconce light 5 - - oF- o Q WTE HRS I p cable tv outlet 2 ZZ''bb CLOS, T J a O 9;R• . p. Q 2 0 0 M. BEDROOM ' ' co / smoke detector combo 2 - r ° dimmer switch 3 z $DM � O Q ui Z / - - surface mount light 6 N �. Q o 0 FTN \ outlet 19 0 2068 M 1 w Z �, D O W -y - outlet 220v 3 0 W M c� _ O W outlet gfi 9 -�- 2868 BATH 1 o TO UNIT 312 0 = / N o FOYER W W 1- outlet wp 6 FAN w v v = C/) 2468 $ switch 12 �, z --� - - — - — - - co ' w switch 3 way 4 B&TH �, LAN RY o 1-- O z $3 y 00 WZi V i ®FAN Exhaust fan 1 3068 " dt dt 3068 1 z wL 6068 % 4050 4050 Microwave Outlet - microwave 1 _ Q p % F- Er �RFefr,y. Outlet - refrigerator 1 fill , ' (L _ _ Goco .— - - 0..00. vanity bar light 1 M W W a = O O ■_____________________ ` W O / _ z ECOND FLOOR ELECTRICAL LEGEND '� 0 < C-) (1)2 % GARAGE 1 GARAGE 2"/ Q o 'o a N SYMBOL ELECTRICAL COUNT �, / Wm " _ o- C7 N.v cz DECK ON TOP OF GARAGE ROOF �� � W C Wo o ceiling fan 3 o z CoQ -------------------------- -------------------------- � � (D cyn- O can light 6inch 10 O ® recessed clg incand waterproof 1 o w 2z exterior sconce light 4 o Q p cable tv outlet 3 W >- >- a: z co / smoke detector combo 4 a cn z 9070 9070 W dimmer switch 1 � – DUSK TO DAWN DUSK TO DAWN W surface mount light 7 SENSOR SENSOR -- Ur z a PROPOSED SECOND FLOOR ELECTRICAL outlet 19 PROPOSED FIRST FLOOR ELECTRICAL SCALE: 1/4" = 1'-0" outlet gfi 3 SCALE: 1/4" = 1'-0" w $ switch 19 $3 switch 3 way 3 0 oc IN Exhaust an 1 W LT. Exhaust fan light 1 Ww W sss vanity bar light 3 0 z FILE C0,71 W W T- F- THESE THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. NCl)I ca aW U a .c U N W Z N W � �w FIRST FLOOR ELECTRICAL LEGEND U- 111 ° oc = a SYMBOL ELECTRICAL COUNT > 0 U co a J J W < U- 0 o ceiling fan 2 m� o w Jw > -r a-0 cc LU a o can light 6inch 9 m Z Q O pendant light 3 ° o Z oW LU w 8 W = V O Disposal 1 W w az ® recessed clg incand waterproof 1 o QQ- w 1 exterior sconce light 2 o a Q r p cable tv outlet 2 J co / smoke detector combo 2 0 = ,,, dimmer switch 2 o Z - surface mount light 5 a outlet 18 z W 0 Lo outlet 220v 3 �- - z 0 N 5050 5050 6068 dL w Z o outlet gfi 8 2_ WC 3outlet wp p QTVswitch 10 MASTER $BEDROOM 3 a a — - — - $3 switch 3 way 8 } z FAN Exhaust fan 1 � - _ - _ - � Q J z ui ' \ 1 1 �M,� a utlet - microwave 1 K�ITCHE�I w z N � _ - Out e frigerator 1 wm"Om M - ' Z) W - _ RaRIg. N �- - — - O W bar i 02 7�anity W00 0 ._ N / N AL 2068 iSECOND FLOOR L5VTRICAL LEGEND �. L o ry 2668\ 'n O z V # _W SYMBOL ELECTRICAL COUNT �, 1 J w 2668 _ A---- ceiling __ _ - --------- '` I - -- - ' 2668 4068 2068 o ceiling fan 3 © _ -- W W 0 --' ------ O 2068 -- ----- O o oar --------- LIGHT , � � o can light 6inch 11 ' , a w / M --------- --------- OC Z ® recessed clg incand waterproof 2 / W o .� Q ------ / ' � --------- 176YER Z B E D R O 4 m ___ ___ o cable tv outlet 4 o r - O UPSTAIRS O Q U 2066 --------- co / smoke detector combo 4 B 1 N --- ----- - z '0 U)v Lp a ----'-- a 0 as N FAN _________ 2068 surface mount light 4111� " ---- ---- � Q m M outlet 18 M M i B FAN d� } L C-0 - _ O outlet gfi 3 �; o a CD O a U- 0 O (D M $ switch 16 3oss 3068 3050 $ switch 3 way 2 - J O EXISTING UNIT - 310 4th STREET FAN Exhaust fan 1 o w ® EXISTING UNIT 310 4th STREET 2 z FANExhaust fan light 1 - o a LT. / 02 .� vanity bar light 3 — TO GARAGE LIGHT— — — W z - - 2Z _ U) z W — > 0 10� W W U' W ` Q 312 Proposed Second Floor Electrical Plan _ , „ 312 Proposed First Floor Electrical Plan SCALE. 1/4 — 1'-0" a . , SCALE: 1/4" = 1'-0" ' 0 .W D 0 a w W C13 - O F— F- 0 z W FILE a w F- THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. Nc ca w a _O LL 0) C Z X _Q i W a (n a N W_ z Lu M LL W v 0 U o w J W W J I � IW LL ♦ ♦ Z Ia WU I — mw o w > J ' J Q Q Iw W cnW Q co I °C � � � Z oz rW rW IQ IJ � o IL m Z = w z cc ° Wm rl O I E- w (f) IF z M ' I Iw � W r � zQa r , a I � IW W rW ra Z > r 30'-10" I 30'-10" Z � O O = Q p W — w tJ (L I 18'-11 Y2" 9'-10'/2" -J a 0 Q O r z 1 �� 2?9'-2'/z" I 3'-0" 6'-0" 6'-0" 3'-5'/2" 4 �4" 5'_0" 2'-6'/2' � IL Err 4,/rr I Z r Q 5030 5030 I 6068 6068 5030 , Z Q � Z O2 N o o I BEDROOM 3 ----5� BEDROOM 2 I 18'-1 V/2" z 9'-101/2"; ° =� =� w z I mw Iw m ; 00 00 r Q UU 0 F- o L (D co to Ln �t U =2668= a z W 0 s 10'-311 r U Q r r 60 2068 00 I z a o r r BATH 2 I J � N � ? 13'-7Y2' 5'-0" 9'-10" r D W � U � N I 17'-6'/2' 1'-10" _ - - w _ 2668 2 ' - ('� M 9 0 = 04 Lo \ (n J � N I w o r n , r r , _ r r o - Ocf) LAUNDRY 9 -7 M c -1 C)'v _ Z_ I = V~j G M N rtn N _ i _ N M I N O ev 6'-7Y2" 6'-7Y2' 0 _ O M r F- J r ( LL c LL 2668 4068 � o r � � f� _ v r �. CO , CO 2068 r W L 12'-2'I" I c%> H F 4068 1'-6" 1 ' co co u -- -O - -- 2'-10/2' 20 2668 M ------------------------- --- - ' a � I = a CV �3r_2r 1 i WALL ABOVE r � 0 4068 - 2668 op M I G I- 2068 I N W , w BEDROOM m 131-71/911 N Z m 1 r p _ 01 � _ Lu w N N = 00 o Oi O F- � o I o r � = � _� M M - I � Q z Z - 04 � CO � U z N r a W °' z I 2 p r Lo a i ,' O �/ Z M 00 z ; ; ,',j a� W m o W O 5'-03/4' O c:f ---- g '-__ I 51-0`4411 �- rn 00 --- m � 13'-7'/2' O N 11 „ "p. ' O 9'-10" I a o O cu N 11 U !j Az ' 3068 3060 ' 2 m Ch I C\1.2 3060 ` ` , w r �' I � 71-0%11 - - I U) c �.� 0 0)0 LL U (Dc� 312 Existinq Second Floor Plan 312 Existing First Floor Plan J °C SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z 0� 0Z � z Om w >- = z F- a --- cn z w - w z Q U iU . O m -- IQ F- F- 0 -- Z F Iv e I LE w c a W F- T �I THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LIS ED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. i I GENERAL NOTES ALL-THREAD NOTES a. 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1 ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING all EDITION,ACI, NDS,APA AND ASCE?-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. C37 C9 3U' 2 TH D IGNN AINED H INWAS RFO M D UND R 10 P 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUS$ HOLD-DOWN APPLICATIONS MAY BE ( FORMED AND POURED PERIMETER CURB. w I METHOD DESCRIBED PER SECTION 101.5.2,2010 FLORIDA BUILDING CODE, EXISTING EDITION. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. ' I a w I SEE PLAN SEE PLAN FOR CURB HEIGHT o 3. THE DESIGN CONTAINED HEREIN WAS PERFORMED UNDER THE "ADDITION" LEVEL OF 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH COR ER AND AT EACH INTERSECTION OF ALTERATION, PER CHAPTER 10,2010 FLORIDA BUILDING CODE, EXISTING EDITION. ! z o BEARING WALLS. RECOMMENDED INSTALLATION SEQUENC IS: I FIBER REINFORCED CONCRETE SLAB,4" I THICK UNLESS NOTED OTHERWISE ON w 4. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) OVER THE WORK. Q PLAN. Q 0 o CODES AND AUTHORITIES HAVING JURISDICTIONB. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) �!� I ! FINISHED z o v w w w CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO C. PLACE CORNER RODS ! I GRADE a �a o a O w w co COMMENCING CONSTRUCTION. D.PLACE ALL OTHER RODS. I i ' " w i,- 6. 13w - - w Z w 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOLING WITH SIMPSON SET EPDXY z 6. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMEIITS FOR SH AR WALLS AND HIGH THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED J 1 j - 6 MIL VAPOR BARRIER OR EQUIVALENT a Q Ix UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. WATERPROOFING BETWEEN COMPACTED OTHERWISE ON THE PLANS. ' • i; ! _ f ( SUBBASE AND FOOTING/SLAB w to to CD 7. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. I'' I i ` I J_X!- s„I i ONE STORY: X=12"WITH(2)#4 4 A OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: k SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT !� I - -- ' + !- TWO-STORY: X=16"WITH(3)#4 �' � �' -; THREE-STORY:X=20"WITH(3)#5 DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 6"-TYPICAL WALLS, MONOLITHIC FOOTING 4 o o z O ASSUMING 2000PSF SOIL CAPACITY. 7"-EXTERIOR WALLS,STEMWALL FOOTING P-3/ 58. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 8"-MASONRY WALLSoTHE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, R HEARWALLS AND HIGH UPLI CONNEC IONS ARE SHOWN IN NO CHANGES TO UNIT 3124" Z N CO 7. ALL-THREAD EMBEDMENTS FOR S WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. THEIR RESPECTIVE DETAILS ON THIS SHEET. FIRST LEVEL BEARING WALLS OR FOOTINGS. i 9. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 8 USE Z"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LO TIONS, U.N.O. i EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND I NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS I 3/8"ALL THREAD CONNECTORS.SEE INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION ACCEPTABLE TO PLACE A DOUBLE ZX STUD GROUP. FASTEN STU S TOGETHER WITH (1) ROW I ALL-THREAD NOTES FOR INSTALLATION AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL D BOTTOM PLAT WITH 2 SPH. PLACE A 1/2" ! SPECIFICATIONS,SPACING AND DOCUMENTS OF 10d NAILS. FASTEN THE STUDS TO THE TOP AN ( ) TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GR P. EMBEDMENT. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 2x6 SPF STUDS AT 16"O.C. Z CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON B S/H= ERS BELOW, IT IS RESPONSIBILITY OF THE CONTRACTOR. ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER ND FASTEN THE BOTTOM 2X6 PT N0.2 SYP BOTTOM PLATE. �O OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADE RODS, SEE SECTIONS 3 ch SEE PLANS FOR CURB HEIGHT ch CONCRETE NOTES AND 5/S5 FOR STRAPPING ALTERNATIVES. w 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST ` LL EDITION "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE EPDXY NOTES j O 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HA )RAILS, AND OTHER U 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE H EPDXY OR EPDXY 4 ! e. ONE STORY: X=12"WITH((3#4 W CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR S" X 5" TWO-STORY: X=16"WITH(3)#4 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVE Y THE ENGINEER. � _ � m FOUNDATIONS,AND Y'FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. -L- _ __ __ THREE-STORY:X=20"WITH(3)#5 w U 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL Bt SUBMITTED TO THE -- - I I - i 6 MIL VAPOR BARRIER - o Z ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY R ODUCTS ARE: § i I--CENTER IN WALL I ZQ T_ 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. I r n Q HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL J i EARI NG CURB STEL- 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL D 3/4"= V-0" VAPOR BARRIER AND TERMITE TREATED SOIL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACT R'S SPECIFICATIONS 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL NINGS. INSTALL IN � I I COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% ACCORDANCE WITH APPLICABLE SAFETY LAWS. MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMIIM COMPRESSIVE STRENGTH OF 8,000 ' FOOTING AND SLAB POURED FOOTING. PSI AND TENSILE STRENGTH OF 2,300 PSL I WITH 3000psi CONCRETE WITH 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL I FIBERMESH. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE I - ` � � 3 I � FINISH = � 12" `'�N CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN DIAMETER OF THE STEEL MEMBER BEING INSTALLED. FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF I S1.01 TYP, I I GRADS CONCRETE REINFORCEMENT" 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED �1►1R AND SHALL BE DRY PRIOR TO w 4" ; INTERIOR a - N INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALI- DELETERIOUSMATERIAL SUCH AS -11" I • _ _ m 7 CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., N IL. CO LAITANCE,DUST,DIRT,AND O AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. I 6 MIL VAPOR BARRIER OR .A $3 _ --- _-_ -- ;� -! - EQUIVALENT WATERPROOFING = o 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AIk APPROVED C NTRACTOR BY THE i - - J I BETWEEN COMPACTED `a e o 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", MANUFACTURER:FURNISHING THE EPDXY MATERIALS, AN SHALL HAVE NO LESS THAN FIVE � �` t33 YEARSr: PFRIENCE IN THE VARIOUS TYPES OF EPDXY LATED WORK REQUIRED iN THIS I 14' �-- ----- -- SUBBASE AND FOOTHdG/SLAS o WHICHEVER IS GREATER. - Q PROJECT. A NOTARIZED CERTIFICATION FROM THE M FACTURER ATTESTING TO THE _� FOOTING, PER PLAN 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". TRAINING SHALL BE SUBMITTED TO THE ENGINEER//.RCHITEtT AIOG WITH THE PROPOSAL TO _ DO THE WORK. - 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; ` RECESS SECTION 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 3/4 1 N 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER _ L. I -LATE.-- *. 10.2. = - 10.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY SHEATHING NOTES _ - BASE PLATE.SEE ° REINFORCEMENT. FOR WALL SHEATHING: ( DETAIL 9/S3.01 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16 AND NOT LESS THAN a ---------------1 7/16 THICK. FASTEN WITH 8d NAILS AT 6 O.C.ON EDGE, 12 O.C. IN FIELD. - -- 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, T INC. SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE -Lt 2. 5/16"HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS I '_� , �--------------Ji DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. AT 6"O.C.ON EDGE,8"O.C. IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. "y 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF FOR ROOF SHEATHING - -- I ' - - I VERIFY EXISTING OR • e I !- co I STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16 AND NOT LESS THAN I - --- �- -, I INSTALL INTERIOR /� 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. I I I FOOTINGS AS SHOWN. - 13. WHERE THREADED RODS ARE EMBEDDED 12 INTO STEMWALLS, THE TOP TWO COURSES OF 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH ( I - i - 8" X- _8"-__, 6 MIL VAPOR BARRIER OR EQUIVALENT STEMWALL MUST BE FILLED. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD I I 1 -! ! WATERPROOFING BETWEEN COMPACTED Q 14. CONDITIONS, BLOCK PANELS AT 12"O.C. I 3 I I SUBBASE AND FOOTING/SLAB ONE STORY: X=12"WITH(2)#4 FRAMING NOTES FOR FLOOR DECKING: v S1.01 I I ( ( TWO-STORY: X=16"WITH(3)#4 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24,AND NOT LESS I m I I ` THAN 3/4"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIE ( I I THREE-STORY:X=20"WITH O#5 CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 2 USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPA RATING OF 24" AND LLO CONSTRUCTION. MINIMUM 3/4'THICKNESS. I C I I I i N T E R I O R BEARING FOOTING V 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. ' - J -- - -- - - - -- --- -- - - - -- - T-03" 3/4"=V-0" 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LOAD .TABLE �� 4r. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER I---------- -------- --------- --- ---- -- ----- Y OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. ROOF: LIVE LOAD: 20.0 PSF I I I I I 8"THICKENED EDGE WITH(1�t4 � C-4 m DEAD LOAD: 7.0 PSF I I I I I 12"#5 BAR AT 48"O.C. 6 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE w in I I 5 I I 5 I EXISTING SLAB W TREATED. Ico CEILING: I S1.01 I I S1.01cc V 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LIVE LOAD: 10.0 PSF �--I I I I 1 1 i p o_ LIVE LOAD-STORAGE: 30.0 PSF I----- I I I S1.01 I S1.01 _ DEAD LOAD: 5.0 PSF U LL w 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. I I I I , T - FLOOR: COMPONENT AND LADDING CONTRACTOR TO I 1 I '� c` o 7. DIMENSION LUMBER B I DETERMINE CURB HEIGHTS. I I ( ( N a t -• _�', j O N DIMENSIONS LIVE LOAD: 40.0 PSF I I I I % ' REVISION w u- ARE NOMINAL 6" 6" ';' co a 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS DESIC,�N PRESSURE 7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 10.0 PSF - X o a 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH DECK LIVE LOAD: 50.0 PSF �- �p ?� RApo- ? L EFFECTIVE INTERIOR ZONES, I I I I (__� / i/ VATS y / o SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF END ZONES PSF I I I I _i ` I / SN-••'•""r••� m o RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND WIND LOADS: AREA, PSF I 2 I I I o I I - _ _ f , _, co LENGTH PER THE DETAILS. S1.01 N v WIND SPEED: 130 MPH �- _ � rn o � EXPOSURE: C 0-20 24.4 -32.0 24.4 26.6 I I N I = I- - �= N a a IMPORTANCE: 1.0 04 I I I I ' i-{ -=i co 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED I I I I O m -' °' BELOW: BUILDING CATEGORY: 11 20-50 22.9 28.8 22.9 25.3 ENCLOSED BIULDING: I I I I ECTION 8d=0.131"x 2-1/2" INTERIOR PRESSURE 50-100 21.6 27.2 21.6 -24.0 I I I I5 �Q •••. ••• t COEFFICIENT: 0.18 I I I 1" I 3/4"=1,-0" C�, E� 1` 10d=0.148"x 3" y 12d=0.148"x 3-1/4" ROOF PITCH: MATCH EXISTING 100-200 20.8 24.4 20.8 -22.9 14" I I 4 ;� :• 16d=0.162"x 3-1/2" I 13' 4" I I 13' 4" I # 8 'k 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. I I I I OREc, 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. S1101 I I I 2 I _ O U N DATI O N P L/ �N I I I S1.01 • I L_--I r- J I r � Sheet No. q 8"x8"THICKENED EDGE WITH C #5 REINFORCEMENT,DRILLED AND EPDXIED USING T-8 2 1" 9'-0" 4'-11" 9'-0" 2' (1)#4 CONTINUOUS SIMPSON SET ADHESIVE.MINIMUM EMBEDMENT INTO " 2 EXISTING AND PROPOSED FOOTINGS IS 6". MINIMUM 35'-8" g 18"x18"x12"DEEP FOOTING EDGE DISTANCE OF REINFORCEMENT IS 3". MAXIMUM simol WITH(2)#S BARS EACH WAY HORIZONTAL SEPARATION OF BARS IS 48". 1 S1.01 WITH()1#5 BARS EACHWAY 1 of 3 This docwmt,togettwr with the mmpts and designs presented herein is intended only for ttw specific purpose and diets for which d was prepared. Rauh d and mPWr ram=an#m dor mm t w*wrl wr0m ABN by Msmda Grace Carmw trg,tic.steal be wi1wW iebilY b Mexander Grace Cawlrg Ell- FRAMING FRAMING NOTES AND L"EGEI m - o W moll -__-__ - TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. -_-. 2 SPF,UNO. STUD MATERIAL: o 2x No. oWc r HEADERS. a o 1 f I i z ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, w v 6 UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.14$'X 6 o S3.01 i� 3.5")COMMON NAILS AT 12'ON CENTER. USE OSB SHIMS AS NECESSARY TO E CO W S3.01 I MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL R IS IN. SEE z O hx w j ; _ THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O > o UW HEADER NOTATION IS: W W m o _ 1 NUMBER OF PLIES IN HEADER I NUMBER OF KING STUDS I `\ �2) 2x6 2:1 gg r r r r P L NUMBER OF CRIPPLE STUDS o o SIZE OF DIMENSIONAL LUMBER Z o € U 55---- _ - _. SHEAR WALLS: 1AS LATERAL FORCE RESISTING ELEMENTS BASED ON THS Z `V I b I ALL WALLS ACT TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC I I I i i I THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NQTED Q 1 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. /5 i V (2)2x61:1 S3 01 SW -#/S# SHEARWALL LOCATION Z SEE DETAILS FOR FASTENERS -7 O SHEET NUMBER O - ch N DETAIL NUMBER Q E M UO u. SHEAR WALL DESIGNATION PORCHIGLULAM BEAM Z V W i Q V uj 1 5 If I _ HIGH UPLIFT DESIGNATION. W U 04 m l S3.01 I I i # �" 1- 43.01 j _ ' O Z ST# DETAIL NUMBER Q M rn X SHEET NUMBER (2)2X6 1:1 TYP _ TRUSS/BEAM LABEL UPLIFT CONNECTION ; l l ' (2)2X10 2:1 5 I �01 INTERIOR BEARING WALL -- 6 5 6 1-STORY THREADED ROD - - 7 l 43.01 S3.01 6 _ i 2-STORY THREADED ROD o S3.01 W12X30 9END ZONE. y INDICATES GLAZING CLASSIFIED OTHER GLAZING LOCATED ON EXTERIOR OF O O � l A 1 _ O K w l _ = - CLADDING__ STRUC )RE WIGi.BE CL £IFtEp 1TERIOR `` • 4 _ -- -- - PRESSUREZONE.SEES ON OVER SOMPONENT HEET. DESIGN S3.01 l o , YA X., u _ l N43.01 1 a (2)2X10 2:1 i U GABLE BRACING LOCATION. l p I -�� _ i S3.01 7 l :° s- - 11 i j J L Q jf j __ I ,! WJ -- a �, C VERIFY OR PLACESTUD GROUP UNDER BEAM BEARING NUMBER OF i ---- -. - STUDS EQUALS THAT OF BEAM PLY,MIN 2 STUDS.FASTEN BEAM TO , •i -_ - N -- N a STUD GROUP WITH 2 MSTA24.FASTEN STUD GROUP TO FOOTING 1� --- _- 04 C i � WITH LTT20B.USE 10d NAILS IN ALL HOLES.IF THREADED ROD IS WITHIN 12"OF BEARING,NO LTT20B IS REQUIRED. z PLACE 6x6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST ♦^ -- VJ WITH(2)MSTA24. FASTEN POST TO FOOTING WITH ABU66.USE 10d T 43.01 A-- 5 ' NAILS IN ALL HOLES. _ �y 4 s 2x8 NO.2 SYP LEDGER �O (2)2X10 2:1 43.01 I _ C • FASTEN T SCREWS O EACH STUDrMUSS VERTICAL WITH(3)1/4"X4"WOOD FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD 5 SCREWS AT 16-0 C. Ory 5 { , 5 I ' �L+� 2 V-01 V-01 01 FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING (2)2X6 1:1 I 1 S3.01 � r D WITH 10d NAILS AT 3"O. . i p D ! - -- , 1 APPLY 2X10X14'TO EACH SIDE OF EXISTING JOIST.FA co a -_-- - 1 ► a' O TOGETHER WITH(2)ROWS OF SDS25412 SCREWS AT 12"O.C. rn (2)2X61.1 ' 1 I STAGGER SCREWS EACH FACE. u , ,! D D 1 1 11' win 1 I N A 4 2 I a! o s 43.01 LL 43.01 (2)2X6 1:1 1 r U ta_ a a a I (2)2X12 m RAISED BEAM II I 11 If Il1Ia; 1 0 p m � 53.01 c LL 43.01 I 11 w -f I I x (2)2X12 RAISED BEAM A I a o B 1 DECK JOISTS ARE 2X12 AT 16" O.C.BLOCK JOISTS AT LAP. ' co cltl! O .w1 II 11 I d t 1 1 11, ���M�!{i4;•� pYIV� ., al ; 1 1 11 "S ••�y 1 S3.01 d I 1 1 i -------------- 111 43.01 d - ------ if [ , 11 8 . C9 I 11 ilk iii A 1 ' ' L I 1 i I 1 a Sheet NO. (2)2X1032 - _------ (2)2X10 3:2 I L------ _- - - opy fill S2m01 3 1 I 3 I'i 43.01 53.01 '33.01 ECOND LEVEL WALL PLAN of 3 _ IRSLEVEL WALL PLAN - /41' •= -0" T 2 im This document,apgether wHh the corm*and designs Presented herein is intended v*for the spedNc Purpose and diets for which d was prepared. Reuse of and innprope(retiBnoe on Uric docurant witlnul w fin eijamdwtlon M Abxander Grace Cons�Yn9.Inc.,shall be wOmA NOW b Alexardw Gres C--041-