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310 8th Street Units A&B Residential Alteration CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD rI ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 v' RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ]OB INFORMATION: lob ID: 17-RAAR-3526 Job Type: RESIDENTIAL ALTERATION Description: UNITS A& B - INTERIOR AND EXTERIOR ALTERATION, SIDING, WINDOWS, DOORS Estimated value: $300,000.00 Issue Date: 4/26/2017 Expiration Date: 10/23/2017 PROPERTY ADDRESS: Address: 310 8TH ST A RE Number: 169918-0100 PROPERTY OWNER: Name: Gfoshell, Benjamin S Address: 107 Roscoe BLVD GENERAL CONTRACTOR INFORMATION: Name: URBAN PARTNERS CONSTRUCTION CGC1518379 Address: 4320 PABLO PROF CT STE 103 EDMUNDO ENRIQUE GONZALEZ *' Phone: 904-270-2225 PERMIT INFORMATION: FEES: PLAN CHECK FEES $540.00 BUILDING PERMIT FEE $1,080.00 STATE DCA SURCHARGE $16.20 STATE DBPR SURCHARGE $16.20 BD PLAN REV. 2ND $50.00 SUBMITTAL BD PLAN REV. 3RD $50.00 �I mrED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Total Payments: $1,752.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE& NOTICE OF COMANNCEMENT State of FL4e-mlor County of bUVAZ-- Tax Folio No. // q / B — OI DO To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 4 Legal Description ofpropedy being improved: LOT 2 AL-9'T . PLk'ru AMAM77L Address ofproperty being improved: .3/O 8"� 573�G? ATL a 177( f)EkGN FL 3273..3 General description of improvements: QE7N DDE L X 1517 N & HI) 890 Ll'r �ap•1151>IE Le— Owner. - Address: Owner's interest in site of the improvement: FEE 5/M PtF FL 5z682- Fee z08LFee Simple Titleholder(if other than owner): Name: Co aotor. UgAgtJ PAR-TAIE'45 CQA15%1-aG7'/44 LLG � w Address: . 23i— MAC f BcVD - „T.tGKSdifVl[ LE t- 32-267 Telephone No.: 9DN^ 7-70^ZZ—Fax Nn: 4oy-2�D -22�f5 Surety(if any) A3 IA- Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person maldng a loan for the construction ofthe improvements Name: Address: Phone No: Fac No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or-ai 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.Licari's Notice as provided in Section 713.06(2)(b),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 date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Sued: Before me this / dayof /311hCLH-2Cf41n the County of Duval,State Of Florida,has personally appeared�S tfELy " s ANDREA Personally Known: or i MY COMMISSION Pro used enti cg(ron: nnt EXPIRES September 4,2017 Notary Public: l 1 ><a Noa xsoiga Randasomarsenme.odm MY commission expires: 11 Doc#2017096228,OR BK 17959 Page 984, Number Pages: I Recorded O4 M2017 at 01:01 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$1000 r f;{�1i,16 , City of Atlantic Beach .11�16 IL a © APPLICATION NUMBER Building Department `- (To be assigned by the Building Department.) , 800 Seminole Road _ �Z r j Atlantic Beach, Florida 32233-5445 11 - 1 J yC� Phone(904)247-5826 • Fax(904)247-5845 17 f y E-mail: building-dept@coab.us Date routed: t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 l/ -' (, Department review required Yes: No O-Vuildin V' Applicant: L/ I��h�rV PPRIN-YE-R-S -Planning &Zonm irr- Project: _I ti C 2t p� k E2t r>� Public Works Public Utilities i2 Piz T r O A_�) Public Safety Fire Services Review fee $ Dept Signat' 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: ErApproved. []Denied. (Circle one Comments: / �� BUILDING PLANNING & ZONING Reviewed by: Date a 7 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: Revised 05114109 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) tlant c Beal e Road Atch,Florida 32233-5445 j / -1`A A Q 3 c;2 G Phone(904)247-5826 Fax(904)247-5845 r E-mail: building-dept@mab.us Date routed: -S It 7 11 :7 City web-site: hltp://www.coab.us APPLICATION REVIEW AND TRACKING FORM ii A � 3 Property Address: 1 U ��. De artment review required Yes No /I 1q 'But ldin Applicant: V (Z[�Y�r'U T lanning&Zonm Project: I t,�T e 21 U 2 I— iC T6Q i r',p PublicWorks Public Utilities TE-1Z_)zT/OAS Public Safety Fire Services Dept Signa 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: LV�Approved. ❑Denied. (Circle one.) Comments: /� i® / 6 BUILDIN �(�// e 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: Revised 05/14/09 Building Permit Application COPY City Road, Atlantic Beach MAR 1 5 %" 7 800 Seminole Road,AtlanticBeach,FL 32233 uritA Phone:(904)247-5826 Fax:(904)247-5845 Q Job Address: 31 O WRg g5{'Y.tG-r lkR I !='L Permit Number: Legal Description 5L4 !(0-2.8'29E,.AB 1.6T3 6ueff REx Ito 9914-DIdO Valuation of Work(Replacement Cost)° Caclesa�_Heated/Cooled SF.?oZ! 1 Non-Heated/Cooled L • Class of work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): CommercialResidentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes (M N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal _7] Describe in detall the type off work to be performed: 1 w r— a- C st.'�" ' a 9 +er ILWN Florida Product Approval# SEB ATfACLIED for multiple products use product approval form Prooerty Owner Information p� Name: l3EA/ Ll2h 'A.C6 LL Address: (0 5. R05CA6 WVO, City POn-r?z Vt:D IZPd& State III- Zip__M03 ?- Phone 964-838- Le6SS- E-Mail / O HG r Q /P(-C$I5L(T_ ;JCT^ Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information �.,.��-r1 cc �/� Name of Company: URHA61 DA�7T1 5 CL1N�I a ^4u�fyingAgent Ebmumb6 6 660a L -Z Address 3731EAc.N RLV . _City TAC"&3Y9tL_E State F1 , ap 32zO- - Office Phone 964- 280- 2225' lob Site/Contact NumberO - State Certification/Registration# ed'FC#15_1i 9 E-Mall 5 rL6A 10 9TAIF 6Ld LLP. COWL Architect Name&Phone# MICHAEL Stf99Je6 3TAV-,f -1AHPOAD Dmlil&g �f6k 3O3 l3L3 Engineers Name&Phone#GEDW aA,CTAI@iC ,CG ALEXAAIDE26_RACE CdA151LL77A16,96V-24!^8o/O Workers Compensation AU1GD!!2c MU7140L. Z115U44n1CCE lZdMfAg rz ICP1b!V14/Lon/ l y /7— Exempt/Inwmr/Lease Employees/Esprztion 3M Application is hereby made to obtain a permit to do the work and installations as indicated. I 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.l 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 N ATTO N Y BEFORE RECORDING YOUR NOTIC F COIytI1l1ENCEMENT. , (Signature of Owner or Agent including Co racto (Sign re Cott star) Signed and sworn to(or affirmed)before me this Nay of Signe and sworn to(or meore me this 0day of 6205 AIAM14- .261 v ntuN (Signature of Nota (Signature of N aryl ✓' ' w J ` ANDREA eFASLEY ANDREA BEASLEY MY COMMISSION#FF051101 MV COMMISSION#FF0511.1 [personalty Known OR V Personally Known OR 1p Ex, September 0,201] }n EXPIRES SeptembeN,201] [ I P 2:d Idemifiwt on loon]9Bd1L' florbwaaryem I Produced Identification m ry Type of ldentifiradon: ype of Identification: 1 Tr aaeatsa MnaeNae sarviee.eam 14 ,.t. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road � `7 -(SAAR - 3SZfo .' Atlantic Beach,Florida 32233-5445 y Phone(904)247-5826 Fax(904)247-5845 Date routed: 3 E-mail: building-dept@coab.us - City web-site: http:/N .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � � y �� <:: P1 � � De a ant review re wired Yes No Applicant: E/ �al�✓U PR(ZTNC--2S ping Zonin !� ree A minis Project: I 7" l02 £ F )cT� /nom— Public Works ,\ Public Utilities 1__\\C,YC-2/�7 t� Public Safety Fire Services 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. PqDenied. (Circle one.) Comments: �� 4rtdc) PLANNING a ZON G Reviewed by: y �_ Dale: `{/11'7 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: Revised OSN4109 OFFICE COPY CITY OF ATLANTIC BEACH Jit 800 Seminole Road J Atlantic Beach,Florida 32233 rl Telephone(904)247-5800 FAX(904)247-5845 L ii U� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 41 -5-_ 7 Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: Project Address: f(Y'J Contractor: ./rLi..n Contact Name: Contact Phone: fdL 9.,2a //49 Contacte-mail:_!_ ,o�,i•}nerosm.ac„O,CoM- Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: �- C'r' L� Additional Increase in Building Value: S Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(prinsnum,) .�fiY-t"o c_4,Sa./Y aBirm that the above revision is incl an propo d Chang . /I? Mr, Signature of Contractor/Agent(Cmamann mum sign irincmmn in sguminm Date o1Tus U.only Dem: Appma,d: RejMed: Nmificdby: Plan Review Comments: Department review required Yes No ZPM ancon &Zonin Tree Adminis m or Plans Examiner Public Works Public Utilities --------- -----._._. Public Safety Date riwmeme a...r Flre Services ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 4/01/17 Permit: 17-RAAR-3526 Applicant: Urban Partners Construction Review: 1st Address: 3236 Beach Blvd.,Jacksonville, FL 32207 Site Address: 310 81h St. A&B Phone: (904)270-2225 REN: 169918-0100 Email: sc@urbanpartnersgroup.com Correction Comments 1. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey. 2. Site Plan: The required side yard setbacks are a combined 15 feet with a minimum of 5 feet on either side. Showing 7.5 foot side yard setbacks on each side would prevent the porch addition on the east side. The actual side yard setbacks are to the building wall on the west side leaving the remainder on the east side,thus allowing the porch addition. Please remove side setback lines or adjust to be consistent as described. 3. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning"and at City Hall. 4. CMU Wall Height: Please provide the height of the proposed CMU wall height south of the building. Derek W. Reeves Planner dreeves@coab.us OFFICE COPY JU.UU kK) M'A" OC ElallrN STREET (40' RICHT OF WAY) ,n- r 6a aw[ cul na »NE non vwe Eau' haw' (R) $>J iqh vrn.r !4. wuac cw.c4s (a .rincra) as`. .. 7 R _�ocuwxw� � Q m a�aa cues[i .8j�] O1 Y F , -- TT-, v U O O i a. err m •ys V J m6O >3 e p Y$d O R W; _ n �'-. 2-STORY FRAME AND STUCCO p O r. RESIDENCE f -z NO. 310 t 312 r� g4 r. E pa',' Sra was wau ��9XFD 0.8 M00a °0R av - 5 2017 a LOT 3. ,.a in• ar BLOCK 9 $N', ty wa+ vPc ae' 2.r 's wow naE xiao ry> sxn LOT 6, BLOCK 9 LOT 4, BLOCK 9 t.. LOT 2, BLOCK 9 nom zwa x.eaAs otnwlnm,o et anmx 11E as elawi asxa num n,vx�anoo ma•�p4nnr- rxAs W as Alwn uwlct nu¢ uses a 1s 4ww OWLE,.M aIEB..2[Ol0 E lm 111411 iWf W RM WYMQ MKAS lE$TtW 1 9mME YIE' MD YLS AIVRC1fD BT{E1�fAa1 li NMI4 OIM1Z nLW. v E Y O frEHWt Ml1ES R Rs i9s iM.sW911>c wslo.0rvc. xoaW ues.sr noco m»e x +s eusr rnoowm y i11O1 ffYl,W YMS P.VLA, Wlm 04=aY�d sr4s sW.>.o>..si mart a Uggqqll4 vmleia wn 40 ASSOCIATED SURVEYORS INC. Ort. 4 a a..� mow �Wa .,.ort�. � a > LAND d ENGINEERING sURVEI'8 lns a�[r. >1W5 RMKT essm iM>W uuri xszsma rua®m »or waom In axsml rW rv,ons l,nc mwl4ns,su.Y 3816 9LANDINBJUIF'ARO asacsaa amr'as..4nss W amw+xa ec JACKWII`RU.E. FLORIDA 322,0 a was anuaz sl>lm 4i m 1'!6 raw x>tc w ovmralma Z 904-]]1-64681-64M ��p Nggswiww � . 14vaszcuva txm 4ms1W /JO ' OvR CAM OF AIfIXORR Tm N0. lB 0006408 a -N1tDli,m lCfiW ux R .pIWaS1v1YL mc»sm awrn "" : m s •sa+slrnoa w • a:ut�cm,.vm survDm I HEREBY CERTIF,Y, �'$U DONE UNDER MY w •aam '14"v""z y��ii11 INIMUM TECHNICAL �°sD • �'"1or 4"9 0........ ...E.*wax ros W lON1 DIRECT SUPEWRMA I�,QINJY - 'V eoe •tvunc •atiJs Rsev W LL!1® STANDARDS FOR CPAPIER 51-1 .050 1L0I11Cu tl n5'1 CV1011A R,O15alf'.!`!VF! rueVtl'G a'l'l cc o .6E lc YIX CITY OF ATLANTIC BEACH Js 800 Seminole Road 0 - - Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 fi�Jii 9� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: y ' S 12 Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: Project Add%•s n 3 Contractor Contact Name: S��5an Contact Phone : Contacte-mail: 5C r z 6e.., ,O.Gom- Revision an Chec ernit Fee(s)Due: O�rr��—T `�� BescrintiOn of Pronosed Revision to Existine Permit: M 0, � E V (L rr}1 I y Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: /+ Public W/U Approval: By signing below.I(prim name) Cf-i h *-Sa n. affirm that the above revision is inclusive f the pro/po�d chang l7) 41-1P/2-7 ) �/- 5--- s 2 Signature of Contractor/Agent(Cameubr mna sign irmmeue m valnrim) Date Olfm Use Only DW: Appovn3 Rejaaed: Notified by: Plan Review Comments: Department review required Yes No lammn &Zoni Plans Examiner Tree Adminis or Public Works Public Utilfties Public Safety Date C-dMIY14 s..3 Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 rCl R'p`:i/ Telephone 904 247-5800 r COPY pFAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: ��- A0- 17 Received by: Resubmitted: Permit Number: p 1 Original Plans Examiner: Project Name: Project Address: O - f Contractor: ev s 'n Contact Name: n4 abn Contact Phone Y S// Contact e-mail. G-r Revision/ an Che /Permit Fee(s)Due: $ $d,D O Description of Proposed Revision to d ExsiSm Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print nerve) �02eh4 ce- cllfeon affirm that the above revision is inclusive f the proposed change. ii , eV -/6, / 7 Signature iff Contractor/Agent(convector must sip if increase in valuation) Date !yr Office Use Only �J Date: �/ - lsr 17 APpmved: X Rejected: Notifiel by: Plan Review Comments: Fent review re required Yes o � &Zoning Plans Examiner inistratorrkslitiesfely Dateces CITY OF ATLANTIC BEACH v 800 SEMINOLE ROAD r �I 11 • ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 3.30.2017 Permit#: 17-RAAR-3526 Site Address: 3236 Beach Blvd.JAX Site Address: 1310 81h St.,A&B Phone: 904-270-2225; 838-1149 Review• 1 Email: sc urban artners rou .com RE#• 169918-0100 Homeowner: Ben&Liza Groshell,838-6055; roshell bellsouth.net Applicant: Urban Partners Constr. CORRECTION COMMENTS: From the 2014 FBC 5th Edition—Existing Building Code,Residential, choose a method of compliance/alteration level. I will accept a letter with information this time. 2 copies Fnr fnr, 11 be place on s cover page under code Pee • y s!) Submit copies per unit of the manual S compliance report. R403.6.1 rhlY Equipment sizing. Mandatory for Florida Energy Codes, O Please disregard the first review comments sent. MJ. 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 e rho, Cor. m o„ > 3/3o/n Yn� rn ?�7///7 lJ P 's u bow} N s oto,. g S�✓vo7 (1 I FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index,the more efficient the home. 310 8th St,Atlantic Beach, FL, 32233 1. New constroction or exisfing New(From Plans) 9. Wall Types Insulation Area 2. Bugle family or multiple family MuIH-family b,WFoxes-Wootl,Exterior R=13.0 11118.00 ft R= fl 3. Number of ones,if multiple family 1 c.NIA R- fl' 4. Number of Betlrooms 2 tl.NIA R= W 10.Ceiling Types Insulation Area 5. Is this a waist case? No e.Roof Dock R=21, (Unventetl) ft=21 0 600.00 If 6. Conditioned floor area(02) 1050 b.N/A R- If c.WA R= fl2 7. Windows" Descrip8an Arae 11.Ducts R ft' a. U-Factor Dbl,U=0.32 314.07 W a.Sup:Main Floor,Ret:Main Floor,AH:Main Floor 6 180 SHGC: SHGC=0.24 b. U-Factor NIA fl2 SHGC' 12.Coding systems kBtulhr Efficiency c. U-Factor NIA fl a.Central Unit 24n SEER:15.00 SHGC: d. U-Factor. N/A W 13.Heating systems kBtafts Effdenq SHGQ a.Electric Heal Pump 240 HSPF:8.50 Area Weighted Average Overhang Depth: 2,186 fl. Area Weighted Average SHGC'. 0.240 l Gas t N a. aura B. Floor Types Insulation Area p 14.Hot water systems Ca 1 Ilons a.Slab-OnGratle Edge Insulation R4.0 800.000' EF:0.75 lb.N/A R= fl2 b. Conservation features c.N/A R= fl None 15.Credits CF,Pstal I certify that this home has complied with the Florida Energy Efficiency Code for BuildingOF j"ESPg7F Construction through the above energy saving features which will be installed(or exceeded) yyE zz O� in this home before final inspecti Ot ise,a new EPL Display Card will be completed y4/ „ " ifl,o based on installed Code comp' t f S. Builder Signature: Data: !9,-/.D Address of New Home: 3�0 d �f &,V,4 City/FL Zip: " �h�GD we WE f/ 3�a33 `Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. -Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation,if not DEFAULT. -- 3/13/20179:20 AM EnergyGauge®USA-FlaRes2014 -Section R405A.1 Compliant Software APR I QPapa�lf, I JJ FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Sanford Groshel Right Builder Name: Sheet 310 am St Permit Office: DU,c l City,State.Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: 261100 Desgn Location: FL,Jacksonville County:: Duval(Floods Climate Zone 2) 1. New construction or skating New From Plans) 9. Wall Types(11080 sqX.) Insulation Area a.Frame-Wood,E,derior R=13.0 1108,00 X' 2. Single family or multiple family Mulb4amily b.N/A R= Il 3. Number of ones,if multiple family 1 c.N/A R= W 4. Number of Bedrooms 2 d.NIA R= X' 10.Ceiling Types(600.0 ski Insulation Area 5. Is tis a worst case? No a.Raaf Deck(Unvented) R- 1l k 60cOO W 6. Conditioned floor area above grade(R) 1050 b.NIA R= W n N/A R= fP Com itioned floor area below grade(fl) 0 11 Ducts R X 7. vMndownU314,1 soli Description Area a.Sup:Main Floor,Rel:Main Fluor,AH:Main Floor 6 180 a. U-Factor: Diol,U=032 31407X' SHGC; SHGC=0.24 12.Gaoling systems Wants Efficiencyb. U-Factor NIA a.Central Unit 24.0 SEER:15.00 SHGC: n U-Faotoc N/A X' SHGC: 13.Heating systems kBtwhr Etciamoy d. U-Facror: NIA X' a.Electric Heat PUMP 24.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Dept: 2186 X. 14.Hot water systems Area Weighted Average SHGC: 0.240 a.Natural Gas Tanklass cap:1 gallons 8. Floor Types (WOO al Insulation Area EF:0.750 a.Slab-On-Grade Edge Insulation R=0 0 800.00 it, b. Conservation features b,N/A R= X' None c.NIA R= W 15.Credits CF,Peter Glass/Floor Area: 0.299 Total Proposed Modified Loads: 33.78 PASS Total Baseline Loads: 34.74 I hereby certify that the plans and specficalions covered by Review of the plans and D4T/iE STgTo' this calculation are in compliance with the Florida Energy specifications covered by this Code calculation indicates compliance with the Floods Entergy Code. PREPARED BY: �—Donovan Heal and Air Before construction is COMPleted at F m DATE: 3/132017 this building will be inspected 5 3.for 12 compliance with Section 553.908 I hereby candy that this building. s desgn d, is in compliance Florida Statutes. •q, Jy�._ with the Florida Energy Cade. _,r(� _ CDD ' OWNER/AGENT: BUILDING OFFICIAL: 111 r /� DATE: - � ' DATE: — - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 3/13/2017 919 AM Enegy3sugcal,USA-FlaRes2014 Section R4054.1 Compliant Software Page 1 of 4 i FORM R405-2014 PROJECT Title: Sanford Gr.hel Right Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1050 Lot# Owner: Total Stories: 2 BlocWSubDivision: #of Units 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Steal 310 8th St Permit OR.: Duval Cross Ventilation: Cwnty: Duval Jurisdotion: 261100 Wlwle House Fan: Cty,Slate,Zip: Atlantic Beach Family Type: Mufti-family FL, 32233 NewlExisting: New(From Plans) Comment: CLIMATE IECC Design Temp IM Design Temp Heating Design Daily Temp J Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 M 75 1281 49 Modern BLOCKS Number Name Area Volume 1 Blockl 1050 moo SPACES Number Name Area Volume Minen Occupants Bedrooms Ing 10 Finished Cooled Heated! 1 Main Floor 1050 8400 Yes 3 2 1 Yes Yes Yes FLOORS # Floor Typo Space Perimeter R-Value Area Tile Wood Carpel 1 SlabGn-Grade Edge Insulatlo Main Floor 7511 0 wow _ 0.4 0 0.6 ROOF Roof Gable Roof Solar SA End Emld Deck Ptch # Type Materials Area Area Color Absor. Tested Tested Instil. (deg) 1 Gable or shed Metal 671 150 ft' Light 096 No 0.9 No 21 26.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 600 fP N N CEILING # Ceiling Type Spa. R-Value Im Type Amo Framing Frac Tmse Type 1 Under Mic(Umonled) Main Floor 0.1 Blown 6008' 0 Wootl 31132017 9:19 AM EnergyGaugeH USA-FleRea2014 Section R405.4.1 Compliant Sotware Page 2 of 4 FORM R405-2014 WALLS Framii AOlece^t Spece Cavity WkN Heigh Sheathing g Sdar Below lyios _ 1 E Exterior Frame-Wootl Main Floor 13 21 0 8 0 168.0 ft' 0 0.19 0.8 0 _2 W Exterbr Frame-Wood Main Floor 13 21 0 8 0 168.0 fl' 0 0.19 0.8 0 _3 N Exterior Frame-Wood Main Floor 13 32.5 0 8 0 260.0IP 0 0.19 0.8 0 Foam _4 E Extenor -Wootl Main Floor 13 21 0 8 0 168.0 ft' 0 0.19 0.8 0 _5 W Extenor Frame-WaoU Main Floor 13 21 0 8 0 168.0 R 0 0.19 O.B 0 _6 N Exlerwr Fume-Wootl Main Floor 13 22 0 8 0 176.0 ft' 0 0.19 0.8 0 WINDOWS Orgaatlpn shown is the entereq Pro sed orieraatipn. / Well 0verhsW V # 0" ID Frame Panes NFRC U-Factor SHGC Area Deign Separa8on IM Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.32 0.24 45.5 fl 1 ft 0 in 3 It 0 in None None _ 2 W 2 Vinyl Low-E Double Yes 032 0.24 ITS V 1 it 0 in 3 It 0 in None None _ 3 N 3 Vinyl Low-E Double Yes 0.32 0.24 70.0 B' 6 It 0 in 7 it 0 In None Nona 4 W 2 Vinyl Law-E Double Yes 0.32 0.24 4.5 W 6 it 0 in 1 ft 0 in None None _ 5 N 3 Vinyl Low-E Double Yes 0.32 0.24 24.0 ft' 1 R 0 in 6 It 0 in None None 6 E 4 Vinyl Low-E Double Yes 0.32 0.24 54.Oft 160 in 1ft0 in None None 7 W 5 Vinyl Liss-15 Double Yes 0.32 0.24 3.1 M 1 ft 0 in 1 ft O in Noon None _ 8 W 5 Vinyl Low-E Double yes 0.32 0.24 21.0 ft 1 ft 0 in 7 ft 0 in None Nana 9 N 6 Vinyl Low-E Double Yes 0.32 0.24 15.0 IF 1 6 0 In 1 ft 0 in None None _ 10 N 6 Vinyl Low-E Double Yes 0.32 0.24 17.8 ft' 1 ft 0 in 1 ft 0 in None None 11 N 6 Vinyl Low-E Double Yes 0.32 0.24 41.7 W 1 ft 0 in 1 ft 0 in Nona None INFILTRATION # Scope McNOE SLA CFM 50 ELA EgLA ACH ACH 50 1 Whdehauae Bed Guess .OW3 826.3 45.36 8531 .28" 5.9018 HEATING SYSTEM is System Type Subtype Efficiency C Padty Bloch Duds 1 Eleuanc Heat Pump None HSPF:8.5 24 WtWhr 1 sys#1 COOLING SYSTEM # System Type Subtype Eficierwy C-Pedty Air Flow SHR BlockDuds 7 Carmel Unit None SEER:15 24 kBkdhr 720 dm 0.75 1 sys#7 X13@1)17919AM Emm,yGauge®USA-FlaRes2014 Sedion R405.4.1 Compliant Software Page 3of4 FORM R405-2014 HOT WATER SYSTEM p Syalem Type SubType Location EF Cap Use Stant Conservation _ t Natural Gas Tankless Main Floor 0.75 1981 50 gal 120 deg Now SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert 0 Company Name System Model p Collector Model p Area Volume FEF Now None DUCTS —Supply— —Raturn-- Air CFM 25 CFM25 HVACN N Loostion R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Haat Cool _ 1 Main Floor 6 180 ft Main Fluor 42.5 ft2 Default Leakage Main Floor (Default) (Dataui 1 1 TEMPERATURES ProgramaMreeO eimostall:OIY Feb rD01 f Ceiling Fans Con :MayXJ1 Jun IDGI Jul IDG1Dec Aug `DU1 Sep r fDOI 'D01 Jan HV Heeling [ ]Jan ' ]Feb Nt7 Mar Apr E MaApr y 1 Jun [ 'Ju [ ]Aug [ 'Swap Odd (X7 Mw [ 'Dec Themsetat Schedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Coding(WD) GM 80 78 80 78 78 78 78 78 78 76 88 78 7 80 88 Coding(WEH) FM 78 78 78 7 78 8 78 7B 78 78 78 78 78 78 78 78 7 7 78 8 Heating(WD) 68 m 68 68 PM 68 8 68 68 68 68 8 6 68 8 8 8 8 8 68 Heating(WEH) PM 8 68 8 68 8 8 68 8 668 8 68 8 8 3113/2017 9:19 AM EneMyGauge®USA-FIBRes2014 Section R405 4.1 Compliant Software Page 4 of 4 FORM 8405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Protect Name: Sanford Groshel Right Builder Name: Street 310 4th at Permit Vis: Duval City,Stale,Zip: Atlantic Beach,FL,32233 Permit Number Owner: Jumsdictum 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall ba sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air banner. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including abovegarage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subficor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,insulation shall be permanently attached d the crawlspacs walls. Exposed earth in unearned crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air fight,IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air harder installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-Floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 3IWM12 2:15 PM EneigyGauge USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 N 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 310 8M St Permit Number: Atlantic Beall,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card](Mandatory). The building official shall require gat an energy performance level(EPL) display card be completed]and certified by This builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Flonda Statues]requires Me EPL display card to be induced as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components Installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for Ne building.A copy of the EPL display card can M found]in Appendix C. ❑ R402A Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402 4.4. 0 R402.Cl Building thermal envelope. The building thermal envelope shall comply with Sections R4024.1.1 and R402.4.1 2.The sealing methods between dissimilar materials shall allow for differential expansion and contradion. • R402.4.1.1 Installation.The components of Me building Mennal envelope as listed in Table R402.4.1.1 shall be installed]in accordance with the manufacturers instmdions and Me criteria listed in Table 402A 11.as applicable to the method of constnxiion. Where required]by Me wtle official,an approved]Mind party shall inspect all components and verity compliance. • 11402.4.1.2 Testing. The budding or dwelling unit shall be tested and verified!as having an air leakage rate of has exceeding 5 air changes per Mur in Climate Zones 1 and 2,all 3 air changes per hour in Climate Zones 3 through 8.Tesfing shall W conducted]with a blower door at e pressure of 0.2 inches w.g.(50 Pascals).Where required by the was official,testing shall be conducted by an approved]third party.A written report of the results of the test shall M signed]by the patty conducting the fest and provided to the code official.Testing shall be performed]at any time ager vection of all penetrations of the Wilding thermal envelope. During testing: 1.Extortor windows all doom,fireplace and stove doors shall be dosed],but not sealed,beyond]Me intended weatherstripping or other Infiltration control measures: 2.Dampers foduding exhaust,intake,makeup air,baadmft and flue dampen shall be dosed,but not sealed beyond intended] irrhltredon control measures; 3.Interior doors,if installed at Me time of the fest,shall be open; 4.Extenor doors for confinuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Healing and]cooling systems,if installed]at the time of Me test,shall W armed off:and 6.Supply all reNm registers,if installed at Me time of Me test,shall be fully open. O 8402.4.2 Fireplaces.New wood-buming fireplaces shall have tight-fiMng flue dampers and outdoor combustion air. O R402A.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more Man 0.3 cfm per square fact(15 Uslm2),and swinging doom no more than 05 dm per square fact(2s Us/m2),whan tested according to NFRC 400 or AAMAV DMAICSA 101/15 2IA"(]by an amounted,independent IaMr oury and listed]and]labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R4e2.4.4 Recessed lighting. Recessed luminaires installed]in the building haemal envelope shall be seated to limit air leakage between corMitioned and uncoMdioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more Man 2.0 dm(0.944 Us)when tested in accordance with ASTM E 283 at a 1 5 psf(75 Pa)pressure differential.All recessed] luminaires shall be sealed with a gasket or caulk between Me housing and Me interior wall or ceiling covering. ❑ RM3.1.1 Thermmtat provision(Mandatory).At least one thermostat shall be provided]for each separate healing and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during dermal,prevent supplemental heat operation when Me heat pump compressor can meet Me heating load. ❑ 11403.2.2 Sealing(Memdatory)i.Il duds,air handlers,and filter boxes and building ravines Mat form Me primary air containment passageways for air distribution systems shall be considered]duds and plenum chambers,shall M constructed and sealed in accordance with Section 0403 21.2 of Me Commercial Provisions of this code and shall be shown to meet dud tightness where by limitconstruction or rough-in testing below. Dud lightness shall be verified]by testing to Section 803 of We RESNET Standards by either an energy rater wolfed in accordance with Section 553.99,Florida Statutes,or as authorized by Forms Statutes,to be"substantially leak free"by either of Me following: 1. Past-construction fest:Total leakage shall be less than or equal to 4 dm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of D.1 inches w.g.(25 Pa)across Me entire system,including Me manufacturers air handier enclosure.All register boots shall W taped]or otherwise sealed]during Me test. 2. Rough-in test:Total leakage shall be less Man or equal to 4 dm(113 Umin)per 1 W square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including Me manufacturer's air handler enclosure.All registers shall be taped]or otherwise scaled]during the test.If the air handler is not installed at the time of the test,tonal leakage shall be less Man or equal to 3 dm (85 Umin)per 100 square het(9,29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for duds and air handlers located]entirely within Me buiMirg envelope. 2. Dud fisting is not mandatory for buildings complying by Section R405 of this code. 3I92D17 2:15 PM EnergyGauge®USA-FlaRes2014 -Section 114054.1 Can Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 13 R403.2.3 Building Cavities(Mandatory). Building framing cavities shall nor be used as ducts or plenums. 0 R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping outranks of carrying fluids above 105-F(41•C) or below 55-F(13"C)shall be insulated W a minimum of R-3.. 11403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can Wm off the hot-water circulating pump when the system is not in use. 0 11403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral hear traps and having vemwl pipe risers shall have heat traps installed an boat the inlets and outlets.E demal heal traps shall consist of either a commercially available heat trap or a downward antl upward bend of at least 3%inches(89 mm)in the hot water distribution line and odd water line located as close as possible to Me storage tank. 0 11403.4.4 Water heater efficiencies(Mandatory). O 11403.4.4.1 Storage water heater temperature controls R403A.4.1.1 Automatic controls. Service water heating systems shall be equipped with aummdic temperature controls capable of adjustment tram the lowest W the highest acceptable temperefure settings for the intended use.The minimum temperature voting rorge shall be from 100•F W 140-F(38-C 0 W-C). R403.4.4.1.2 Shut down. A separate switch are dearly marked circuit breaker shall be provided to permit the power supplied to doo do service systems to be fumed off,A separate valve shall be provided W permit the energy supplied W Me main burrods) of combustion types of service water heating systems W be turned off. 0 R403A.4.2 Water heating equipment Water heating equipment installetl in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the FWdda Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used W provide heating functions as pad of a combination system shall satisfy all stated requirements for the appropriate water heading category. Solar water heaters shall met Me criteria Sedion R403 4.4.2.1. 11403A.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar anergy factor at the system.The sdar energy factor of a system shall be determined!from the Florida Solar Energy Center Directory of Coddled Solar Systems.Solar collectors shall b0 tested in accordance with ISO Standard 9111 Test Methods for Solar Ca lectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water healing systems should meet Me following orders: 1. Be installed with a hit angle between 10 degrees and 40 degrees of the horimaml;and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation Mat meets the requirements of the Flonda Building Code,Residential a Florida Building Code,Mechamml,as applicable,to with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when Me ventilation system is not operating. 0 114616 Heating and cooling equipment(Mandatory). The following sections are mandatory far cooling and heath equipment. 0 11403.6.1 Equipment sising. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment Wads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on budding loads far the directional orientation of Me building.The manufacturer and model number of the outdoor and indoor units(d Will system)shall be submitted along with the sensible and trial cooling capaolties at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sing calculations shall not include loads created by bral intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected W Mal its total rapacity is not less Man the calculated total load,but not more Man 1.15 times greater Man the WWI Wad calculated according to Me procedure selected in Section 403S,ca Me doses)available we provided by Me manufacturers product lines.The corresponding latent capacity of in. equipment shall not be less than the calculated Intent Iced. 3/812019 2:15 PM EMMyOauge'9 USA-FIaRea2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,raring-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling only equipment.This selection shall be used to select cooling-only equipment This selection shall be based on the outdoor design dry bulb temperature for Me load calculation(or entering water,temperature for water-source equipment),the blower dm Provided by the expanded performance dam, the design value for entering wet bulb temperature and Me design value for entering dry bulb temperature. Design values for entering Wet bulb and dry bulb temperature shall be for to Indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if Me return ducts)is installed in an unconditioned space. Exceptions: 1. Attached single-and mul0.family exedereal equipment so ung may the selected so that its cooling capacity is less than the calculated total sensible load but not less than SO percent of that bad. 2. When signed and sealed by a Flonda-registered engineer,in agzched single-and multi-family units,the capacity of equipment may be sized in accordance with gone design produce. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.I and the heat pump total coding capacity shall not be mom than 1 A5 times greater than Me design coding load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of Me design requirements calculated according to Me procedure selected in Section R403 6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacdy of fossil fuel heating equipment win natural drag atmospheric burners shall not be lass Man Me design bad calculated in accordance with Section R403 6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or hearing equipment capacity on an intermittent basis,such as anticipated additional loads cautious by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within Mat space by one or more of the following options'. 1. A separate cools,or heating system is utilized M provide coding or heating to the major entertainment areas. 2. A variable rapacity system sized for optimum perbrmance during base lead periods is utile ed. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C,tN of Me Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow meg aystem controls(Mandatory). Snow and ice-melting systems,supplied through energy service to Me building,shall include automatic controls capable of shutting off Me system When Me pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual gomiml Mat will allow shutoff when Me oubfcor temperature Is above 40-F. ❑ 11403.9 Swimming pools,ingrou ed spas arta portable spas(Mandatory). The energy requirements for residential pods and Inground was shall be as specified in Sections R403.9.1 through 8403.9.3 arta in accordance with ANSIIAPSP-15.The energy requirements for portable spas shall be in accordance with ANSIIAPSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside Me heater to allow shutting off Ore heater without adjusting the thermostat selling. 11403.9.1.1 Gas and oll4lred pool and spa Insiders. All gas-and dl-fired Pod and space herefore shall have a minimum thermal efficiency of 82 Percent for headers manufactured on or after April 16,2013 when tasted in accordance with ANSI 2 2L56. Pod heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool healer. Heat pump pool heaters shall have a minimum COP of 4 0 When tested in accordance with AHR1 1160,Table 2.Standard Racing Comtltions-Low Air Temperature.A fest report from an independent laboratory is required to verify procedure cempliance.Geothermal swimming pool heat pumps are not required to meet this standard, O R403.9.2 Time switches. Time switches or other control method Mat can automatically turn of and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors Mat have built in doers shall his deemed in compliance with this equipment. Exceptions: • 1. Whore public heats standards require 24hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool head,systems. 3. Where pumps are powered exclusively from on-alte renewable generation. O R403.9.3 Coven. Heated swimming pools and iNiound permanently installed spas shall be equipped win a vapor-retardant cover w or at Me water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 Percent of the energy for heating from seer-recovered energy,such as a heat Pump or solar emorgy source computed over an crooning season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps In permanently installed lighting fixtures shall be highefficacy lamps or a minimum of 75 Percent of permanently installed lighting fixtares shall contain only high efficacy lamps. Exception: Low-voltage lighdrg shall act be required b utilize higtr-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems stall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All duds not entirely inside the building thermal envelope shall be insulated to a minimum of R6. O 11405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed died and boom"or concrete deck roofs do not have suRcent space,R-10 is allowed 3/9120112:15 PM EnergyGauged,USA-F1aRes2014 -Section R405 4.1 Com Page 3 of 3 $ asesa. $ @@ $$ � � ejw rvNNnnNNwwN e $ RS@E � aA@ $ R@R, BE • � � as@as ; $ m � � aa $sa a � � Nw nmi . N _ wd . s ninuu�: w,ianiMin � - di._ _ de � a ,. xaegssagee � � � aR$ � �a@ea $agam$ a ' g � $ � � d � wmiwoim� aa p m ^ �'s N3i.nb. ii � uO ^ udoaF' aa j R ^ - •R8 'e w8y ® ! eS � S, ,w., � $ e@R@8,R n$ a E venae _ ecx:. gP miwNeme ^ i �IC a : : a : aaaaaz@@aa $ Asx saas $ x. s@@8,s$:se • a` •i @oea � � � $ m� a :@.� �i � ,� eReaaa �@ " m3�aa $ a � � sa. ^ esaas „"-s �ea � � � g mAas � Asa@ $" 3aaz iiw gym • aw � nd^ �em � ^ � m� -d _ � ^ ia�saaaaa� awaw t aazaA ^ a@aaz „ � �d ^ �i_ . iia "aim „ aaa �abaaAaE a C �'.�` C6mA6C^o gaAC6aa6 �AAC6 a6C6eaAo 0 8 D 14 Project Summa Job I wrightsoft Summary rear 12.201 North Unit By: Donovan Heat& Air 315 81•Me 5,Jack..ft Bkec•.FL V2 Phma:N 241JM F—504241-3715 Ental:wm�mwaix vn WaE:waw_Eprovsuc_can Project Information For: Groshell Cabana 310 8th St,Atlantic Beach, FL 32233 Notes: Design Information Weather: Jacksonville Maypon Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 95 'F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 20 'F Daily range L Relative humidity 50 % Moisture difference 53 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16940 Btuh Structure 14647 Btuh Ducts 1011 Btuh Ducts 69.5 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Elmer 0 Btuh Piping 0 Btuh Equipment load 17951 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15331 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2160 Btuh Ducts 368 Btuh ) Heating8 Coolingg Central vent (0 cfm) 0 Btuh Area( ) 17q 1806274 Equipment latent load 2529 Btuh VolumAir changes/hour 0.72 0.30 Equipment total load 17860 Btuh Equiv.AVF(cfm) 103 43 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC524A'030 Cond 25HBC524A'030 AHRI ref 7914089 Coil FX4DNF025L AHRI ref 7914089 Efficiency 8.7 HSPF Efficiency 12.5 EER,15.25 SEER Heating input Sensible coding 16800 Btuh Heating output 24000 Btuh @ 47'F Latent coding 7200 Stuh Temperature rise 27 °F Total coding 24000 Btuh Actual air flaw 800 cfm Actual air flay 800 cfm Air Flow factor 0.045 cfm/Btuh Air flax factor 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heal ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2117-AxL 07:17:42 g '4* Wright-oft" RYdhlS ft 6 Unirrsa M1515025 RSU05711 Pate 1 RCCA ... umOn Wn,,Ms lHWC\Gma NMh UM.W Ce =MJB Frt Om faces: N Datom Component Constructions wrightsoft CP Baro: May,2 eon North Unit By: Donovan Heat S Air 315 an Me 5,Jacksmaills Bexh,FL 322W Phmb,'.9(W241 3785 Fax 8042413745 Email:aam49wlPvww mm Web:wxw.Emovanec.can Project Information For: Groshell Cabana 310 8th St,Atlantic Beach, FL 32233 Design Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature('F) 70 75 Elevation: 16 it Design TD IT) 31 20 Latitude: 30°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.7 53.2 Dry bulb(T)e 39 95 Infiltration: Dally range( F) - 15 ( L ) Method Simplified Wet bulb(T) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Ane ti-value Insul R His HTM Loss Clg HTM Gain rc amx-f o-fan wbw4 Run oma mb Walls 12C-Osw:F.wall,stucco ed,r-13 civ ins,12"gypsum board iM n 156 0.091 13.0 282 439 263 409 frsh,2 "wood ftm,16"o.C.stud a 120 0.091 13.0 2.82 339 263 315 s 264 0.091 13.0 2.82 745 2.63 693 w 138 0.091 110 2.82 389 2.63 362 all 678 0,091 13.0 2.82 1912 2.63 1779 12C-0sw:Firm wall,stucco ed,1R"wood slbh.r-13 cav ins,12" n 104 0.091 13.0 2.82 293 2.63 273 gypsum board int tmh,2"*1"wood him,16"o c.stud a 96 0.091 110 282 271 2.63 252 s 176 0.091 13o 282 496 2.63 462 w 144 0.091 13.0 2.82 406 2.63 378 all 520 0,091 13.0 2.82 1467 2.63 1365 Partitions (none) Windows 10D-v:2 glazing,cur low-e ouh,argon an,insulated vinyl trm mat, n 30 0.490 0 152 456 11.5 345 Or innr,t/4"gap,I/rthk;5 ft overhang(10 it window W.0 ft SMI; n 60 0.450 0 13.9 837 16.5 988 6.67 ft head M all 90 0.450 0 14.4 1293 14.6 1333 4A5-2ov:2 glazing,clr bw-e ou ,,argon gas,insulated vinyl frm n 6 0,470 0 14.6 91 12.3 n mat,or innr,1/4"gap,1/8"thk;50%roller shades,while;50% outdoor insect screen;2 ft overhang(2.5 ft wind.M,1 ft sep); 6,67 ft head M 4A5-2m:2 glazing,cur lav-e ouir,argon gas,insulated vinyl hm n 12 0.470 0 14.6 175 12.3 148 mat.clr innr,1/4"gap.1/8"Mk;50%roller shade .white;50% outdoor insect screen;2 ft overhang(4 ft window M.1 ft sept;6.67 ft head hl 4A5-2w:2 gliding,cur ow-e ouh,argon gas,insulated vinyl hm n 72 0.470 0 146 1049 12.3 887 mal,cur innr,1/d"gap,1/8"thk;50%roller shades,white;50% a 72 0.47D 0 14.6 1049 27.5 1983 outdoor insect screen;2 ft overhang(8 ft window M,1 ft sep.);6.67 w 24 0.470 0 14.6 350 27.5 661 ft head ht all 168 0.470 0 14.6 2448 210 3531 4A5-2md:2 glazing,cur low-e ouh,argon gas,insulated vinyl ftm a 48 0.470 0 14.6 699 28.9 1398 mal,clr innr,1/4"gap.Iff thk;50%roller shades,white;506 outdoor insect screen;6.67 ft head M .y wr htsoR• 2017-AX4vt 07'.17:42 Ml�ls g Ri hd-Suns*Urn. 12015150.25 RSUM711 Pave t .. ums SIWVhtssllHMC\(ys NWh UnKMP Cac=lJJ8 Fm Ucmlacea: N 4B5-2rv:291anng,clrlmv oulragongas,insulatedvirylfrmmet, w 6 0.450 0 13.9 84 16.5 99 cir innr,IW gap,1/8'thk;5 ft overhang(2 ft windw.v,ht,0 ft sop.); 6.67 ft head ht 4135-2fv:2 glazing,clr las-e Wr,argon gas,insulated vinyl Gm mat. w 24 0450 0 13.9 335 41.3 991 clr innr,V4^gap,11W thk;2 ft overhang(8 It windmv ht,1 ft sap.); 6.67 ft head hi DOOR (rpna) ceilings 16B-30ad:Aftic ceiling,asphalt shingles roof mats-30 ceil ins,1 r2" 154 0.032 30.0 0.99 153 1.84 283 gypsum board iM fnsh 16X19-Oad:ABic telling,asphalt shingles roof mat,r-20 roof ins, 462 0,408 19.0 1,76 811 1.76 814 112"gypsum board int fish Floors 22A-tpm:Bg Boa,heavy dry or light damp sail,on grade depth 108 1.180 0 36.6 3951 0 0 2017 Ax-0 0717:42 wrIlghtsoft' Rg tS ftV0 Unm rW 2m515.a25 RSU05711 Pepe 2 ...wTatlslwrlpnlWIHWL\f wheN Hath llN.rvp f =MJB FlmlDmrfaces: N Building Analysis Debi: May12,2017 wrighlsofC North Unit By: Donovan Heat& Air 315 Uk he 5.Jwkemvllb B h.FL MW Puma:9 24137M Fac 9 241-3715 Emal:aemn�Ommas.cpn W W:www.0awvauc<om Promect Information For: Groshell Cabana 310 81h St,Atlantic Beach, FL 32233 Design Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature IT) 70 75 Elevation: 16 ft Design TO, IT) 31 20 Latitude: 30°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.7 53.2 Dry bulb IT) 39 95 Infiltration: Daily range( F) - 15 ( L I Method Simplified Wet bulb('F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ft' Btuh %of load Walls 2.8 3379 18.8 Glazing 14.5 5124 28.5 Doors 0 0 0 Ceilings 1.6 964 5.4 Floors 6.4 3951 22.0 Infiltration 2.3 3523 19.6 Ducts 1011 5.6 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 17951 100.0 Component Btuww Btuh %of load Walls 2.6 3145 20.5 oa. Glazing 21.4 7567 49.4 Doors 0 0 0 Ceilings 1.8 1097 7.2 Floors 0 0 0 Infiltration 0.6 948 6.2 Ducts 685 4.5 Ventilation 0 0 Internal gains 1890 12.3 Blower 0 0 Ad'ustments 0 To9l 15331 100.0 �. Latent Coding Load=2529 Btuh Overall U-value= 0.214 Btuh/ft?°F WARNING: window to floor area ratio= 32.9%- more than 25%. ERROR: negative wall area in North Living-check windows. wri hLsofC 20n-nP 0:17.41 9 Rig10-Sud1 Uni+.s M1515.0.26RSU05711 Pape1 .cumms%WMMa HWM\e HNMh UMI.mp Cak=MJS FmM faces: N n Level 2 North Bath North Loft 37 cfm 89 cfm 6 " Riser 10 " 138 cfm 110 cfm North BR 1 North BR 2 Job#: Scele 1 Donovan Heat r &Ai53 Performed for: "'° ' Gm Wl Cabanaan 150 25 MM571 zms 3156m AveAveS r10 rascanrr 3S0 St Ja90a24ille Baach.R32280 zoli-Auro�mnee AtlanOC Beach,R32233 Ghone900.2413185 Fax:9 0 0.241 314 5 un BJnawsnen wnn u�nruv www rlaiwanac.can aaiar@do�rovarec.cam N Level 1 North Living 7 „ North Stairs North Powd r fm Sup Riser 133cf 1011 AARAAAM 7 „ 133 cfm Oil North Kit/Dining 800 cfm Job#: Donovan Heat&Air SrPl.� 253 Performed for: Pa°" zam,0,..571 zols GIOS0 ('i St 315�1A hS 50.250.5105)11 3B0 S1 Jackaomil Beach,FL 32250 2o12_anr-0a 07 17 ae AtlarNc Beach,R32233 Phone: an.2 m Fax'9DL24aJ on ln�aaoosnen wnn lmil��° www.cbnwanac.com aaml§dawvanac.com System Summa Jpb �- wrightsoft Duct S Y Summary Dale: May 1z.2017 North Unit By: Donovan Heat& Air 3156th No S,Jacomendle Beach.Fl-32250 Phone 9 241-3785 Far 900.241-370.5 Email can Wen:www.naxwaroc can Project Information For Groshell Cabana 310 8th St,Atlantic Beach, FL 32233 HeaBng cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000!0.000 in H2O Lowest friction rate 0 in 100f1 0 in/100ft Actual air Flow 800 elm 800 cfm Total effective length(TEL) 198 ft SupplyDetail Design Htg Clg Design Diam H x W Duct Actual Fig.Egv Name (Btuh) (cfm) (ctm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk Neth sR 1 c 2610 92 138 0 7.0 Ox 0 VIFX 36.1 150.0 st1 Nmh OR 2 c 2102 98 110 0 7.0 Ox 0 ViFx 32.7 150.0 stt Nmh Bah h 522 37 27 0 4.0 Ox 0 VIFx 38.0 160.0 stt Nam x•le•alq h 2230 133 116 0 7.0 0x0 VIFx 25.6 95.0 st1 Nam xror,•yn h 2230 133 116 0 7.0 Oxo VIFx 22.1 100.0 st1 Nam Uamg It 3621 210 189 0 7.0 Ox 0 VIFx 31.8 95.0 SO Nmh c 1711 70 89 0 &0 Oxo VIFx 32.9 150.0 st1 Nmh Pu•8er h 275 28 14 01 401 0x0 VIFx 18.1 100.0 st1 SupplyDetail IMMIN Trunk Htg cig Design Veloc Diem H x W Duct Name Type (ofm) (dm) FR (fpm) (in) (in) Material Trunk all Peak AVF BOD 800 0 1467 10.0 0 x 0 1 VinlFa Return Branch Detail Table Htg clg TEL Design Veloc Diann H x W StuNJdst Duct Name Sae(in) (cfm) (cfm) (ft) FR (fpm) (in) (En) Opemng(in) Mail Trunk rb1 0x0 1 800 800 0 1 0 0 0 Ox 0 ShMt eoNv�wm ww•n•a•eew r•nany•rwNaa•n . •. 2g7ell, am:n:42 A&+tlrrlOftOfY RI.SUBM Umei .N 15.0.25 Ra1105ri1 Paget ...nuMnl•\W0�11•m HWC\GmeMlNmh am.iw Crc=111IJ8 FmMamr M1nea: N 7 { § } p 91} � > § ( ) G § G » e - . � - , „ � , N > o , � � � { « m ! , \ $ � E ƒ ƒ , a ! tee » ■ 92N q » ! ! ! ( | ( y \ � § § � � � _ _ w o v o rn, r o o o c' o c o o O ,. •< a w c o v� 5: R tJ O 0 n n 0 r c 0 0 r w a 0 'm a - PIN x [` ua. 0 n v d c O m n 0 r 3 v 0 r_ x r 0 a ( ! Ea ® § ( / m \ >t0 ! ; ® = 2 ! ) & ( ; 3 Groshell Cabana 310 8th Street. Atlantic Beach, F1 b 6".-M,.:vel a,,,,= ...,. _. PORCHES &BALCONIES MASSING&WALLS PLAN NOTES Mech. Elec. &Plumbing Systems Project information Index Columns CONCRETE M SONRY UNITS ELEVATION NOTES MECHANICAL MOTESH "'- .... ouse sqf lige i. Wood posts shall be 4-4,6.6,.r 8.8(see Drawings)and.shall be#i Ist Floor 1,338 sq R A0,1. 'Title Sheet&S feclfieations C,py-gh 7 Sra r 5i nfu d Common grade pressure treated pine a hener.Ali post trim shall be equal �. All structural information she is for reference purposes only A local r. Do esti Drawwp t),<onh div :hown o„drawing>If d, , t S-rin,bail h-i<>,gn<I; :.rdam<wirh an apph�bl<<od<>.:rardards x 2nd floor 1,338 sq R I D`bit 1 Thr dist . gh I better than post material licensed structural engineer shat design to actual site conditions&design .in qui+ ,h:b ild,,sial b„b ai, h if, b t nine,with myuireme f I cal utility oIfi,mis Design<rigui-I AtA1l prepare IA-lauouA 2,676 sq R dr g �a`�,zl`and z. Post corners shall be chaerferal unless pored otherwise Begin chamfer� all srmctural elements such as tom,ng,,roundaeion walls&slabs. n.Builds,shall a ity A di ,m&rnud,'u a pbo,<. for equ,pro-suing du<t.irinB,a.cessoty smug-,-e ,and hill prclare At,] Site Plan Ia po,, s,f chis d foment are tot post width above porch floor if there is no rail or il4 post width above rail z All msooy shall be laid plumb true and square./filled joints All walls z Fdm I d o_de lines shown arca V-6,.ha,finished d,,I.,,, final drawi c,f og y Exterior Porch p_perry i` Sp,t d D , miles noted otherwise.End chamfer 0/postwidth below beam if there is shall be adequarely braced until s-rely tied m the s[mcture.No work shall , .ft,.o Iniild' for at Je o 18 o oid,.bu Id'n Buddcr,lull z F'uoud,Aldor e rk,-mrol wi i- fitf [--t-, <.for 1st floor 159 sq R ski ,hal h,d�d iSf Ili-d ng 1 K F - ing,pqung, cogs, hers wart or capital or Uz pose width below capital unless noted otherwise Chamfers be don subject to foe ing conditions,All expo,ed work shall be i �� 2nd floor 158 s R ? > seal out--.flour I. I lith h, . 1c ro dal ompler<i all q A-.l First eY Second Lev'YI Exivtin�r/Demo 1 la[Is ..hole +neo- ,th t or no capital be 3!q"for 4<q posts,i"for bx6 poses,and 1-1/4"for 8.8 posts.Begin bmsh-cleaned ro be free.of surfac mortar "'° ,n, ' � r ,t ..-.-..s f Sia..Sanford nk,' .r d«Bn .dtahq;.mber.f,rep,„ o,ble rn }. 1.,dare Al h,atng.r t.nd.m,r wares curs m.m.mhred>pa<nwl,nbnh. i 422 First&Second Level Floor Plans 1),n An,is e.Inc D„vnt tale If god eham£en with a Hae[aper esryal[.,the depth.f the sdiamfer unless ;. AB m onrywork below fin'sh gr de.hall be filed with grtmc This inchjdes - " DESIGN CRITERIA d w r.l I I :1-II I 1 ft.t is I ,cleauvtc between finish end, C modid..,.I o dation shat be of,lf...lin r shall b,o pd closed dr L dime ,rib. noted otherwise all cora swit &otherspace,. <' 7 a 8 Kq'P< t Building Classification: Resdential,M It F 'W IF tali w g' 'F then ' 3 Turned posts may be#I Common grade prc-ssum-treated pine or better or 4. Newlvslai,m. my shall not cii,mrbed in r Any s &a` 'd f d f..d U f:. Building Type Type V C,n <li h'Sia,r Sanford may be Permz-Cas which has he nitisoiled before ,has -mor, he completely s. Seedd,to, ,rials, ,.hown h,. q. Cl.,<ly coordma,<work with all oI„r t.d,,.Mtottim ceding 1-idn,&dui, Method wi� Pifanm/alteration level: L-od3 A3.1 Existing/Demo Exterior Elevation's helanh`kad, heli din, sem 4, Clas cal columns(ro rid,I square)eny be smooth cedar,redwood. rved&re-land.Protea mac work from moisture and temperature q. Gut &1 wnsp,ot o,t r shown ft,curio.1I-m-o may elect w >pa pmsd,d. Level3 alter n shill comply with the pro s of Chaptees 7 and 8 for Level t - _ - ;rid<m.tidons.,rhe)j h' Perms-Cast,or limestone. changes at the end of each days I& {' r dos„&walk n lien ofgnn ers Pmperlypl:m.ed 5 All salves,dampers&tithe of cies es,hall be -ibl,for op-i n& and z alterations,respectively,as well a,thetto-smns of Chapter 9 of the 2014 A'i'` New Exterior Elevations&Detail- 5. Concrete masonry units shall it, unit,dry,clean&free from rack., FI, h d o dee ground below ea nstulb a m-in,,, ro <through ac. 'I I slings or through aa,.es,doors r p_6 Florida Buitdit Code. CMLs shall be Grade A.unix c £mon ng to ASTM C-90 CML 1 all i e tine b If x i p I 1 A.,d agM.How amdacs r d f <h putpo A9.1 all BCI.111nP Beams laid m ing bond using full&h blocks unless noted otherwise.Saw cut I, sdp, ,&p span It.,,1--c downspow n illi ,tabu fug-hall h B' y dun pin cowled b L L I otherwise noted,pmjec site con i t hall be rhe "Il,iry of the Mocks if nm modular dim -pared. cls..11,ilou s Uo nor tocsin dowmpnuts on front lace oC Ron ant mal&a ixaiarr dra n hoes dos i w floor dna, din ink or and/. actor examples of such items inelude,but shall not Ix b d t 6. CML bearingwall.,.shall be m 8"thick,&shall be reinforced determinationoftgrade elevate s,drainage features and s cial r .mems Waal beer s mg uni m Conn un grade pre., re-t-end-rd in or better. ninf rc „on t. .hoc i.1'hc Arehdte suggests the use of nadir nal haft-round utlin ons nr other von public.aria wh o- ,<Aow-old b.n,u<tcl byPe erryir E2.1 First&SeronCl Level Electrical Platt Beams wppomall be onry shall g limestone steel. reinforced mvaere Reinforce ,ng every ons,t a gar & 1 I own>poun should the hots<nwn<r elect to insult g,ur,n R. ho associated with PEbL\flood hazard and/ DEP zones. z Metal beams shat be hot-dipped slvanized,reel. 7. Reinforce CML. ally by ilhngre .from footing top aF wall `o ° 3' 8 w/grout&rebar Reinforce CM's @ corners by filling all such h .from dew F'o Pmt,ideatresl I h -1 dl B p ipl- bl I .F h an The loot t .p Bible£or the means and methods of consttuctinn Itis the food to top fwdl w/«wt& bar.Reinforce CMU.,within j6 of bean > Ali t 1 ,shall be Atth' t 1Crad< Thu grade ivciwdc, <tshal exnnd from mak No r av sid -fl k. contractor s sole re>ponsibD co Jetmen h p d.e..tponce,and to ns m" g "' Dry "'1' mg These drawings may not correlate to any infield modifications,d to Architect.r girder bearing o other entice t ted loads by filing all such a +.s ten - 1'_I f b R p I devils&proper, (p<) g Provide p g 1 v for all Bas eq i req d t proper bracing a insure the sarery of the building an<I its c mpone t parrs i u mg £noting to top of wafl w/grouc&char.at each core Reinforce t CML"core a. Shit, n shall b,. ,al no uah a.cul wmd.w openings.Mosmt wish hiugcs�� open ,.l tri(Bas per, ram o denemi essn}of rrguht. comtmchuflg any discrepancies or questions should be reported to the Architect under each end of bond beams b,fitting Al such cores from footing op hold' fl�-wAb shuv<.dugs torsed ap f,umm�rail a„L.wn. y mdmat -h I� g' q' g 1 -.al: 1 u as soon as possible for resolution. of wall w/grout&rebar a each ,re Reinforce al openings (hit- alts i.sang h coling Gorden t,punry,,motorized dampen,etc The contractor shall verity all condiuio d l:mensions at the job site prior to large'than ra"in any direction /rebar at al a ties of then r tend to c.dw,, arc A n opening, piinregem«. `p"r' ,remsw° Modifications bars a,"past corners of.pr.m.Reinforcing bars shall be ASTM A 6r5 SIDING NOTES fit,Build-hall,,,pressure-reducing vAs,%'FRP,lief valves&crier safay The c...mctor shall suppply,t.,and build into the wok all inserts,anchors, ATTACHMENTS&SITE W OR K Grade 6.or better,refer to Eng ccdiig b Este id book ar F d<vi..pit.,,.the op esti,,of,ystem Th,Bui{d<r,hal tsar and bihvtr A mglesl pit p ng le v s,hangerlab 1 p : ,other comp.nems. -I rmnforavg into footing&lap...deal reinforcing 4 m. i L-te' t gl idmg shat b,Cedar shd.e wtdl dJ on breather hbri,or,i,r,bt .,wsm prie-oomple.io.of,be work. may be re,.{uion,M attachandaccomems at,other work n Ao Building Renovation Classification 8. Install bond beam course wit# continuous @ to f all CMU .[m' At., Setback measurements 2. lap vii g hall M ced It is the d/ ntmctor's r 'b'i t t "l I t Q Axl Awning Size Ovals ll aond al door&window p.immgs P o ping p ty -p ora wn Fireplaces&Chimneys Cnmul[with a licensed s[mcrura CMU Ovals will b d to 1 Brick ilul I A'sap. .port Th F g hall be notified if 'I millions ffer from the P Y e. cngmeer i q Plumbing noted a, at-air ing walls Backfill aft first floor is sec I. AB exposed CMCI,loll bis ro funishrJ.S fi.nb slid be,u o h,md g pt 411 requ f )repay t i soil compaction I've lac es shall be most...ted with lsokem I to. Mortar shall be freshly prepare and uniformly mixed.Ail mortar joints S. Al sidi.g,bAI beie,alii- frMmf: uffis ti,is specified h 'I .ports allebe Folo 1 lss more req.nemenfsare p systemn,eyua shall be mm I t filed as them [ I 1 r. System shall be designed m accordance with all applicable codes,standards specified in these plans. z Flue,shall be clay the or[,,kern DM flue system except that tr,ple-wall p e ety .pry uni s are au.. metal trues may be used only with European Copper chimney pots(see t'. Grout shall be freshly mixed off cid consisten y and uniformly mixed,Fill &requirement.of local utility officials.Design engineer shall prepare below) cefls ofmazomy in.ertical rcinfo ing in lfts not to exceed 48 TRIMWORK NOTES ealemlatfons For pipe&equipment sizing.accessory arrangement,etc..and Chimp hal be brick or stuca,on iz. Verify masonry wall reinforce cut&turn up equal quantity&sizes of shall prep arc final drawings teco.dirigly. CEILINGS IT T7�T l�C D_ATTICS eyes 4"imin Does shall r bar out of f0000 at low ions for wall reinforcement so that i z. Furnish dl pip ng fittings : etc for complete installation CE LI GS&A ICS � q. Chimney pots for clay file f.kern DM flues shall 6 1'tional clay 8 AB i -h k hal b d b,q if { b ucmq and shat b<fnllcd, - s in uni O chicon is em ual to J Cls Chimney, for metal fl es shall be reinforcement'. f..wall into fgoting. 3 Insulate all 1 r to supply I e. nitiated spaces w/tubular ey pn { p y. pots and d h d .d i C-h f nnauh should be rempereel m fwm insuI i Insular-- shall be of self-sealing r halt be taped d m Euro Co metal chitin t &Arnold, Provide anchor Isotec at all r ed CMU cores C pored above,or ifg ype or equal peau Copper me ey po s byJa foundation is concrete, 'd her bolts "OC maximum&at all a'^b p j. J'' 4l finish lumber,vb,i,n Id'gi& 'll ork shall dosed w!F'li i p rs, rn p`°" a ,hall-,end f hall be d./access door,,I Ceiling&Roof Framing rs&cages of opening,f meetion of framing to concrete or hav` f % IK. 4 ought a General Conditions I. k z. Ext, f h I!b b )p d-It,] god.a - d( corner,(see I ti Cap Al pip,t I. left pen Overnight h protect pipe during SEALANT NOTES masonry woeAll sttuaural members shall be sired to carry all imposed loads b � - o Dow sags for wuh ll ,her p,m i s d I:NOT:Jlowtd. installation do f 1 t g vel&other debris which might cause blomdkagcs nr i. pos y a i. Use materials a o the a ltm;on f..maz;mum life and oWall 5. Ex.....sof ns shat be badpmm�i solid I god„p m width or shall br fl' ,tri t sane[ural engineer nr other individual a,.cep[able ro,rate&I.cal t 'These Plan the property of STARR SANFORD DESIGN sit ppw'ptae t pp pun." W all raining ootb fi wry p- d x o hardboa,d if gr..-than ter'wd,(sae i Center all fixtures p space allocated unless noted otherwise authorities ASSOCIATES,INC.These Plans are protected by Federal Copyright copes ce All jm ,should be sound T d &Ger of<omm,inanu. s 6, Lead solder not allowed. Ceiling&roof framing&blocking shall be#z ICD soohem yellow pine Laws.Any of the information contained herein beyond the us, .. a Duw dugs f I wuhlm).F'g p i cul is NOT allowed. s z ny e e y Caolki ng o bo,should be applied;o orlon w idt spt,dao Atc and ,a 7. Closely coordinate work with all other trades.M.imam ceiling heights& t All framing&blocking h,mber shall be kiln dried to a moisture content of authorized by STARR SANFORD DESIGN ASSOCIATES,INC All atmcturd members shall be sl ed[o car all ell toads b s[ Imnal 6 Exr .bad ft g h 11 b 1 -1 ',sed z ,obit wood(se. Y nuta.em,r s spelt.,rt oda: s.t Inas sh II b l....J by i' ry '"'Pos Y p ' pipe soca.,provided. .94'„or better. lu lection, ubhcation,sale or distribution of an arc of these engineer Draw gs f -d 1).F"ger3oim mal NO['Al-M s operation All wood in contact w/concrete,earth,mase st hocation shall or an,t P P 3 F _ O, ho,neownrr from numilacjar<r's wndard i.lors.Cadk.g or.vahni shall be white r firs r s Immo,too o.k,lul be clic a,,hown on dn,viu 8. All itches ceanoms&control cess devices shall nes manufactured £oro don& 4 ntY o plans without the TES written consent of S"FARR SANFORD Wall franung&blocking shall [e pine,space,n mD grade o - iP maintenance[how h access doors or I E r 1 fur such be [ )with a waren-bornen a m tapplied 6 _ 'vsullcd cerise finish sur<a•is„nw�h,,v<n&rcgsttr. z' maincen ng panes mane ac urea pressure-preservative-reale, preserve lite y DESIGN ASSOCIATES, better I d under&,hail be kiln-dried after tread x Cadking shall be instilled a,imrrior dry pine betwc<v dissimilar no,erWs as AB£rami &block' lumbers al be kilo-dried to a moisture content gE Soil&s zn vacuum process iv c osc cY a represents a violation of Pcvlce laws subject to the prescribed penalties. U >_ 3' i'8 m8 y. Soil&item hacks shat have cleanout,as indicated on Drawings and/or as S. Wood blocking shall be solid&shall match the depth of the primary NI work is to be in accordance with the fates[aides. � O S,A.md. All a better. ELECTRICAL PLAN NOTES required by applicable codes for proper maintenance. framing members, z Local Ordinances:Atlantic Beach,Dotal County,Ft U I. Seaun.,lull b<insulted err n, damp iuterio.joint bencr<v dissin,iby y All wood in contact i-tor ere, art,,masonry,or in a moist location shat id .? ma rials as rc aired.Print Alail wbsna.<s sit/a et, ended b be r ve-treated ith awaterbgmc r lied b Coordinate placemen of all drains with flooring submvtracmr. ti. Roof tmsses.shall be designed,fabricated&erected in accordance w/the Building Code:zo,q Florida Building Code Residential - y p'm y p essurepreservati p eservazive app y I Do not wale Draw in Use only dim<miom shown on dnwin if di.n<mion, it. AB located to inaccessible at-such as under slabs shall be "Design Specification for Light Metal Plate Connection Roof Tmsses"of Ele-rtInal Cale:2014 National Electrical Code ^� v rwufacture.17,ab r Apply cedant Gem the bottom up.Apidyts,ah u when um prose,in closed cylinder&shall be kiln-dried after treating. � Bs pressu,e piping n,sdon,the I .c. n ciao b„cspunsiblr for obaining dadf<ar,on mnfinuous mope mbtngwithout joints he Truss Plate Institute'1 mss manufacturer shall provide engineering j h is the builder's responsibility ro assure that all manufactured articles, pin[is app . arch lull-wait between design«dimes.tlse fl«,Me op„-<eLL > Wood blocking.shall be solid shall match the depth of the primary I.. Coordinate with electrician con-cin i electrical service design&.shop drawings wbi,h bear the seal of a registered to mets in the material and equipment lied instal ed,connected,a record,used O tyure h nes foam bask,,,rods a,Albud lam framing members Prosodic bloc all to secure mounmd millwork l.torr cwiinning w h snuauon.Builder shat stili all dimensions&. g Gems requiring y ipmen are app po ;onnu eo cr„n,a s, jnml nn 1°g m cord s iolasitc such as water I ,r Flush valves&water heaters.('oordina[e tate in which work is m he performed Shop drawings shall indicate the material, adjusted,operated and c ndifionednas Directed by the ^� chick,,than z the width of the pant hot in I.cues thin.,,than t/e"o .shelves,fixtures,Inter-rod ccessgnes&other gums aqui ing a ce& mp city"'Juiredst cs&.sr ades of lumber metal connector late sizes& n - o C artachment to the a Dnw ings:te h.Wamm.o,on],Furnish Alwndt6,,,ring,panels,br<ak,rs, sots ss gr P tYPes nufacom-,unless herein specified to the comra y.Builder shall follow rq shirker d v syr".tap pin,depth sbAl b,no greater Iran t sz the width of th, per cut 13. Provide e panston valves&pressure relief vaF es&drain Imes from water &bearing&anchorage details.I s manufacturer shall submit supporting Al instmc outs to sustain and all expressed or implied warranies r� no 6. Interior wilts shall be zxq surds 3 z/z"thick)&exterior walls shall be zs(i di>.e .. t..for rompiece bn,alato...If its or nor every iccm heaters.Route dram lines down to floor drain or utility sink utility room dent iucume t.which 1'cares loading, preserve a Presse p m studs( /z"[hick)unless noted o herw it.Exterior wall,of &other u shown or feedould gn s g,section modulus,assumed 0 I`s1°t' S t garages sl eci rys' allowable sows,stress itis,rams,calculations&an her re I aria guarantees. unheated peas shall be studs noted othcrwise. i Thn<&-m m<.drd as ...IA oidelnes form ,of<Aublishin f licher non-public arias extend line co ceite be n-fis to homeowner. b Y of quire' }. It is the builder s appropriate try co check all plan dimensions ns as serails for {y zxl I li - 75 err K K 1 'Fon' K If line is ran to minate extend tine concealed in walls ro within i8"of supporting information,f.,which is for file purposes only as the Architect •cal accuracy appropriate to the site&final selection of masonry,fluor Headers shall Feted by,tinct cal engineer n meet h ,cal ve ic dead ter con o a,&do nut n I th,I d r-sui,the Conal-cost I. finish grade&terminate with aho elbow aired(down. shall not be responsible.for 28'lung calculations. joists,lumber,�stmcniral members,veneer,roofing,etc.Names ofmacerials s.,d IoaJ requirements.Install minimum zxq hoer under each end of all headers. mngemem,tuzr,brand name,,ap:,rity or other claucm.ntlr of,hr ri,�neemd t,4. Provide pressure reducing lite as required for cion of the 7 An hi alley rafter over z8'ton hall,.laminated Verner Lumber. _ 'o CABINETS&FURNITURE Install er6 e,to late of w 11 in walla parallel to framing boot for g ver q prone.opera Y top K s &manufacturers shown ov these Pians do mgt represent any e.dotsement m p p par g s sysrcen.Syu,m Ahall be designed in accordance with all applicable codes, system.Verify water pressure at meter to determine necessary of reducing 8. Roof sheathing shall be 5/8"F,xpgsure t mngue&groove plywood glued w/ endtrkm by SAN FORD DESIGN ASSOCIATES,INC. sheetrodk,l.s:ltng.instal min' um 3 suds to bearing points unless Avdvd,&i,q.ir u of lord anility offi,uli.Divi.itium Gem the concepti tail waterproof construction adhesive&screwed or nailed Iz OC to framing. 5, Final ., of materials to be used are the...ponsibiliry of the t`'z 3 .ted othe'wil Ahu.o..d,e,r Dn into should b,mpporced by dedg..alculaz;ons.Design t,5. Seal co wall,.floor or countertup around all fixtures with tub&file.sealant to 9 OSB is NOT'allowed. homeoweI an F.,builder,including,but not limited to proper instalation 8. Exterior Wall sheathing shall be t z"CDX plywood.sheathing. .. match color of fixeure unless noted otherwise. Hold r-fdcck panels apart as remmm tided by decking nanufacturer. .F materials,nailing, 1 Ikin 3 Millwork y. Exterior Wall heathing shalt b wrapped in Ib.felt or equal Instal as Inti B p p -1-6n..,for1-ling& gmprn..t sang,sire „y g,g uing.caw g .ulating,flashing roofing, nufacmrer's recommend do mak' re to achieve an airtight einng<oiem,etc,an p,<par< cogs afro i ggly. z6. Install shower head,8o"OC AFF @ wall penetration unless directed Hold 1oonf deck panels away items penetrating roof week as Bathe oofin &m other small items&details nonecessarily 3 dlull fnaldmw :d a w rpc g any Per ma n,, 'ng sure g •rt, otherwise by horn moan 1 d t y roof deck nufa ture,to allow for tsps i u& indicated on the Plans over which SANFORll DESIGN ASSOCIATES, .seal at the edges of the wap&at Il interior Joints. a- re-r ,dr,iGFC- I. .l' .db a,or o1hl,cod Fl. include tac[dov of eiofdeck I. Do not scale drawing.. L. 1 I'meall be show. drawings.If r ,.r run c INC.has no control o p ,Try dim n e c ,the builder shall be responsible I for obtaining ep l b std to tic wether. nth.arca -h n ing wad,.., iz. Hip rafters,rielge hoards,&valley rafren shall be one sue larger than rafters [;. These plans provdJe ideas&concepts&are not intended to he complete in clarificat h f tinning with constmction Builder shall verity all pr`'`e- as ssp n Bath Accessories P 1' shalt be zxgs t6"OC Provide-6 rafter ties a,all lo-um,where all u,sp-,s&dcouls of weatherproofing L se of a potential vardcey of Fin 'hes s hroAl I nl ed F d - h L t .k p au Ik rs.Imr,<onn,rt coring t duuls,to rafter, imensi & it s at pbst - e,ng lois s con perpen window or door brands&types&use of different materials&thicknesses x. Fieid-ve ifY II 1 as before beginning mall-Ir fabrication.Verify all dere I AtAl 1 d lit tc de, V 'f umber of r Bath accessories are generally nut shown anywhere on plans,but should be n change details.Additionally,varying codes&regulations,fwndaton ktchen equipment .1h..--before.,&ring cabinets t. Wallboard&ceding board shat a attachm ed 5/8'fiorrared gypsucook i q d&I 01non o seer&code-pito .ms. installed as noted below.H.-.-,shad cel<acce,am-, v, -funcmems&electrical&mechanical plans can also change details. 3 All cabi t 8 s shown on floor plans or eicvations are to primary board conforming to ASTM 136 4 Use of this matetal in lieu 4 standard De.i rs shall b,iuoAb,d to A--[,,pi.g arras just..tide bedrooms as a z Ll htin It is the builder's responsibility to assure that all work is in strict Install folie[paper holder zq"OG AFF&minimum 36"OC from wall g a Pon j surface of cabinet g he..imps typically overhang these dimensions& r/z"gypsum board will occult do a tiller,straighter,smoother wall at slightly mo behind toilet 6 per roiled. ordance with he late,,edit..of all applicable National,Safe.and kickspaces unnleshang them. devareit cost.AD details used in these drawings are based on 518"gypsum a Som<cquipmmtshownov other plan,may regtdr,d<ctrirtl-it,>.,b as 3, install t8"towel bar in tub on wall opposite shower@6o"OC ATE(I per I. Light fixtures shall be located as close as possible to locstons shown on this Iso cal Building Codes.It is the builder's responsibility m assure that Al a provide pre finished closures,rim or moldings as required in fir walls orto.,d. e.h1-n-,<.,,dI,umg units,o,h df,g unit, d.s re pu,np,,em. bathtub), plan FFixturesshall align with or cenrer on each other or with adjacent work x c ordance with the latest edition of all applicable. Forcing' z. Wallboard @ the shall be equal t Georgia-Pacific Dens,S hield file backer Flcon't,AhA 1 mdud,eletmi.Al,tune m all inch,q.ip..t C:oordins,with q Install zq'towel bar outside rib or shower @ 48"OC AFF(t per tub or architectural elements Coordinate locstons of light fixtures with HVAC Construction Standards. 5. Builder shad provide adequate wood blocking in walls Io severe tmllw.rk, board. other rides ion-ni.•a-,Ie - Icmcal service.Coordimfe,ersd<e& shower), grilles so that they align with or are at lease symmetrical with each other 8. Names of materials&manufacturers shown cm these Plans do not represent shehes,fixtures,mirrors,grab bans&toilet accessories as required to walls. ;. Wallboard @damp areas shall aequal ro scums-ii-hed 5/8"mndseme rid.Provide one dor+I omlet&ones h '(nnit is in non L, m. Instal Boa dish @36"OC AFF(t erlavmo ). where there may be conflicts Grilles&regisrers shall be blocked as any endorsement. endacion by SANFORD DESIGN I. See Finish Schedule for wall.hese,Boor&other finishes. rant gypsum board @ al are s exposed ro high humidity levels such as atop') q 1 g Provide blockin walls for all to h ac.asor e, required so that the,.align with light fixtures. Light fizmre&.switch ASSOCIATES,INC.•Final selections of materials to be used are the All material.,shall be moisture-resistant in / nks,tioawries bathrooms ,i for every tond,n.aing unit& h {ing umr as reyu,red bs- K'o w 1 I f the homeowner and/or builder.mcludin 7 PS'v si r bdon,nos shah be resteweA&approved 11 Owner or Inte.dgc Designer to po.p I try o g,but not limine, or other lumbm plywood to he cooties w/lasts laminate shall be Sheetrock aecessones shall be 1 to USG.All exposed corners and applicable codes.owlet shall h,w,al,crpro.f GFCI�f unit is exposed,o Ration of materials,naili gluing,eau g,insulating, p fir ywon p q. qua posey <a hrr before installation ofshecrrock or other wall&ceiling finishes, ro proper inns ng, loin Ikin it,n cabinetgradc M fir plywoo,.All totally concealed wood framing shall be gypsum Board edges shall have ppropriate metal accessories.Sheetrock Auxiliary Systems -. Center Teems shown to ceding areas udess noted otherwise. Hashing,roofing,wutherpro.fing&many other small items&details not #z southern yellow pine. joint treatment materials shall co form in ASTM c476 64.Tape A joints& ,� Obtain risme plu<uiiog of al<gwipm,.t before roughing in&provide wiring - Y 3, Coffer,lmensions me shown to face of framing miles.,noted od cr inse. arily indicated on the Plans. which has n control or X. Sections and details shown may not cover Al cabinet conditions,but are apply 3 coats of joint compoun.Sand between coats and after the final of pmp<I so,s.It,g,&.a,opacity.Provide used or non-fi-I disconnect q. Switches shall be located adjacent ro ban no intersectio door cast responsibility.SANFORD DESIGN ASSOCIATES,INC,not be held ended instead m indicate the general design and character of the finish ewe u,h a I,q.ina. r. No alarm systems are shown.Verify altmi requiretnentx with homeowner& m.Vetfy rico ze&seleen.n for each room Grouped swimhes sill be liable for any errors,omission,,or deficiencies in any form by any parry cabinets.In cases where no detail,s shown,use most similar condition S. 'file showers shall be covstru ea to az least the following minimum g provide pan,llnureh ol'pmper soluge&ani}ociry fur all clrardral rimntn.hlgre intdl as regmred. tri d ti ht to cher&shall be covered wit,a sin le lite designed for whatsoever ton these sarcous details. detailed anD moth for cabinet elevation shrnvn. standard:Wall rile,list be Inst ai over Georgia-Pacific Dens-ghiehl tele z- Telephone ml may no be.shown.Verify telephone rcqulrement with SanKe 8 get g p enc Fy 8 thaw ,paid noy b<inquired due m numb,r of circuits r<quh<d.Provide a that purpose.Switches shalt typically be mounted 48"APF en center of that,board or equal and shall b installed to an elevation of 7:"or higher o homeowner&install as required. 1 to 1 full bine t)file throw hov,the height of,he wall. n,uu 18 qor c cu' 3 Computer bets may not be shown Verify computer nc-.,k `tom reficer produce 8 e q. V,,rif "..icn s Ovid,loiil Judi. sf nnics S Support all fixtures rigidly from structure of building The floor,,all be J b urn co slope to train over a watu f } I * P rainy mi gran reyuirervenrs with homemwner&instill as requited prepare y grouting pe prop loammm&type,,dixovn«ts a est ,of budding.olrages,am s 6. Verify device Owner plate colon with Owner ig Interior if Designer. membrane Floor tilt shall t tai 1 edge,. to Owner or.lt be use Small parties a, h me"FV r&cost may nor be shown Verify cable 7'V requirements with Consult Owuer&add esrenor security lighting if required Verily fighting n.wu:Nis bullno m shall be used at II edges Cove mm shalt he used at all oanr d �l C d«tn<al,.onstm<uon Si-Al[<,d,n a<wrdtnB m NEChomeowneu&install as rcquu i c&switching. - _ se rn � n interior corners,unless otherwise ani, r<qv S. Consult Owners:add landscaping h[ Bre d V lighting - - -- I. Remove all msr &erect'n marks from smfams tot t 1.Fill Ran,Al 11.on-Aid' ARc 1'gs oI floors unless noted o,hawssc. P c,lig 8 ( FY cyte CONSTRUCTION Si T and sand all woo Iwork with an tc filler before beginning k. Su AB fi.-&ol,a ir<nu n 1 f m Amnmrc of bald &switching.g,Con for all ester lighting g e photocell rl relays with ppropria ginning woe p}on Kd s '"K LIGHTING NOTES eimedoJ merzide for time-commllable Hluminaziov during darkness Pile.coats shall be applied aft r the printing coats are dry no.surfaces u. GFCI p 1 nay b bid .that one GFCI rerepuclr poo--oh, y. AD fluorescent lamps shall be warm.1no deluxe. scheduled for painting v n elirg Filler shall be tinted to match -dad....} lis beyond if h. Ione GFCI recepticle.a mom t to Project#: ond-1,on all stained or minor finish surfaces.All knots, h Jets Gghn Gx.mes shall br lova i 1 possible m I,ntom show..on this plan. All light bulbs shad,.compact fluorescent buys or LED,Owner to select. ] pitch Ian- ami if h. alt be th F- shll I -h 1 ,her to, ad h' .'mal &sap steaks shall be shdlack d before p [ applied.All Finished ,I. hnider,& A l,dl iw h rid l. - - al,. K APR 5 2017 '6O°6 surfaces shall be left smooth,e.n&free f defects.Brushwork shat y k 1 rs.c 1' 1 j Ggh t h HV Ac grit h hey show wen coanrsgs Eree from b shmvks Do not roll-apply any perm[on wl' Kit<h equip of I c shown o pl V,uh whether 1'g rib - I y il h It 1 h h - b, bate: trimwork or other wood Trims al be brush-applied .N ,quip should I I d dl quires xv oudc rt .t as.<q.ir,& ...Hors.Grill,,&-0-,ll be II F.I- 1- it ll I with t applied to wet or damp soh s or until undeat is dry.Co paint shall Pros d,ri-na surd quid for Insid n light fix- Light firon<I swath Into q - a� 3/13/17 e shall gshall be ns,i-,d&approvzd by -- be complete s.that no primer substrate may be seen through the finish Owner cr Interior Essig.:.brfor<insauvion oEsh<„mck or oth,I waw& Revised: coat(,). «sing fufshu. 4/4/17 C,mer it-ho-N.riling aria, Al,unon,d othensist ' y. Coffer ddm<ndom are show.to face of fiaming odes rmn<d minrw ise. - 4 Switches slut be loatui adjacuo,o but not int<-anis door c.si.g oI nim. -----._ Verif It.size&selection for ooh mon. Grouped switches shl It,gauged tight toge,he,&slug b,c-,,,d with a single plate d-fun d to,that propose. Swi.,h,slut rypi.Ay b,moumsd 49"AFF to mncr of switch. Suppott all June,rigidly fmm orn.mre of building. 6. Verify d &phrc rd,,,ith o.-or it 6-Der es goSheet uh 7. C-It o. &add,xr,t.n n:<mity lighting it,gnio d.vitt lgpting lyp,- &N;td,i,gA0.1 8. Consult Owner&add liver capivg lighting Bregnirrd.Vetdy fighting type& tcing. Col t Al ex r lighting w pho r ll c col relay idt urd-1,o.nide but m tnoWble illus awn during daknew. 9. AB 0,xi it limps shalbe-o whit,dduse, Site Plan Key Existing Lot Area Calculations tl -- --- - ------ Lot 4i,Sco sq ft Dos— I-sa—I I-- rual;brupemnars R—fed.Structure, ',3z3 art ft -35% aldional ecrurnae&rear patio z56 q ft 3 94% --r--.1—— isms.aa., fz,I,:: I. — Ig Imp ad itPool roping q f, 046 E,ds,i.g laup—i-,D--ay ..378 ut ft It, Faistial;Total Imperdon i 957 N ft 45 49 wwx.Loi Co a—c New Lot Area Calculations Lot 6,500 sq ft -N—laup—ou,Rossfed Structures iittil sq ft: '.5s% P6"I it 4-% --sd,I'lor d"is.—sr, 6al,..J New loapemou a pool roping �4 a,I ft 37'/a T:P cirap,ny.fSoair S,.t.rdD<i,a I.,No Part.fthese sFall he coped 575sq ft th—, i.part . sed "m pem—Concrete Walk 885 ,h,,,, hr . or ...... ---- wh.I�i. y or f od n NmPorn ou -4-1 ft Q 50% .3,sq ft -3% 'r;'AXM M �I., ,c 5 5S% Je New Pemons Drivrimety 722 q fit 36t-)f, 2�50 S11 ft 4-2 3% `b—'w�ida Starr Sanford rup -a shall c�6eck end ver H all d soros and—dn—.flhr,!, DESIGN cRiTERIA Building Classification: Residential fluaklinglype: 'type V Construction [;des,otherwise noted,pmts site considerations shill be the responsibility or e wd.dejunsh zbe=d to, determination of&ade,1, .6—Aramagefeatures,and special requirements assncia.]with FE,iA flood hard and/or DEP The contractor is responsible for the means and ancriuA,of construction.1,is the �(,)noractor,s sole reapons,117, to detrain-the pocedum,sequence,=it t to i.,ovi,the, e,y of he but and its component par"Wo"r bracing as building Is _,ru"ina- 'the shall verify all conditions and dimensions a,the job site pit.,1. commenting work. The—.-,cro,shall .pSW.locate,..it build— he work all insert,anchors, ——--— — gh,,, lates,,penigs, eem,hangers,slab htpr!.�,ikionau,other components as ?Wba,4-,Aura I imaybe required to attach and acsnmm«lace It is the -d/.,.,anr..I.I's;rspcasibihm to a soils eIpbnati i 'oruI ti�_ riecan—ed diffe,toran tz noted asaura yfor'i -1 and"it cOmPIC601 -------- - --- --- -------- cei retwas.All rehall in "U,' ut =6 ------------------------------------------ ------------------ $p fidi,r esuil—epents be folk ed -ingent eqttirecaaa—a. --------------- ---------------------------------- ------------------------------ ------- ------ ----------- pecifid these plaus. 7 2 so Block an Notes Site Ph Lott 3 This dotwinti,based on.b...,iy—ey made by Associated S-1111 us nridai ------------------------------------ — ING fj.e--ille.Florida.See site I—ey for raiall 'how,on thas P'=. Zvi dimensions ar,show,to—side face of foundation wait. 9 Sea tory Frame& tucc P a for clarification. 03 3 lanki M jureasons,are show,to treat of curb unless noted them f curb..,—.111ed ise 0 R.e ,teresidence I.,�E"W"n't-c are st'.—I.b.- 310&312 4 W.,k,ho—is onandel..I—specifically nor no. 5 'the General C - hall-rty'.11 theprop priatedepartare-4 dieners—s& e,b.ck rq.i,c— ppr. E Allan tic Re h,Fl— a. C,,aarnacuori annenal,eq.ipaaran �cruaafil accord 0 -------- with he Florida D" of tPP-C=,=I= car' modified technical I for Highway conalp—tioru,",late"edifi—,a, "c All titan —d entirely to public streets to which they connect, y TJ 'I I bea shown.,—shown. Pill. ra.— 9. Man— hly front—asphalt.ousting asplbab,in ,anac,th., f. Xponding will facilitate the smooth flow withourp,rid1mg or Sit,fencewill be provided k,,g property fine in best place for the e.,i.. tp in Esisting 2 sto—'. ------------- -------- ------------------------------------4------- ----------------- ---------------------------- ----------------------- T --------------------------- - in Ixat NalF.,N*Al" lWat" loa ;a, 0a *71 Oz Existing Site Plan LJO zan - ----- de Setback ----------- ---------------- P.1n, u. Block 9 MI j Lot 3 2 tory Frame& tucco 4 CONSTRUCTION SE, Residence -T -111, 1 +.--- - — ��1111�� -III ,-� 1 -V C/)0 Project#: no .310 312 16008 4 Date: 3/13/17 Revised: 4/4/17 rxili*pahao Sid.Setback L ------------ - ------------ ---- ----------- Sheet 777 a. 7 J lain new -d aeoc. tate adjust Meatioa hi-fiekl based on P.Ioa kr han Site Plan "0 Nwa^FJ a r 1 d o;w�,.aR t 3t awmrn awning ', Floor Plan Notes Wall Material Key Trow t Ch i hu d ;n;; ! by [hers ,L - 0 p _ insulate exrsting extNior walls © ws[iog wall 32"x1H" 1. D. il.IJ - gv li 1�I sh dr gs B 1 .a rad A t mna arsS -�� with min.R-13 batt fi M transom a q 1 l 11 I ill L I -t bei uin}, ith e' 36"x18" : 3:36x38"fixed tr s ^ fixed transrom _ - fgn windows between beams 8 _ ---— h U rifyd,If alk or m omsrdr.tat,of and or © unless ot,d otherw et,i,Wall Sc wns) t"to be tnsulatcd _ vAL _EguxL E r u il ond; t prF3 �I t 1 all(all ester or wallti ar- - E above fenestration bebw .-. q u dl I i d" rerio z^ - _-- m 3 B dd shall lk - 1 1 d bee oC n t - ,v � • ater d - g g steps raa.e i tenor axb wood smd wall(all exterior Ill •6 b•zxb ^ L I R I i h II I 1 1 i q 1 wmd stud walls unless noted otherwise in Wall Secnons) be t h U,,&&t - i d i g M 11 fi,,ih t dy ,all-h, <d -.••. ••. 3 n' n 31/ 1 I' ulld 0 ew wall finished both sides to 1 r below f`2 °Pa^t° N "\ li h h, Pr .h pa I d. i D 1 n mrow — Ufit[hed f --- x• 8 I I d 11 it' B.I b i g 0 new wa ,5 U(IC s,t t, i.ill, f,i a,11,I, dII,in h....I. 1 I 'all. C Y eh ]5 S- f d ta a ( `d : S. L ft' 'rd rgh p mg h d h rgh ill,i] .Se pl & o pg 1 i h i 18 _All gh f d l g d p A W Ad; 0 7-08"(NI;wall d-,g, .I ( w a h'gh lightly(1 1 7 318") q d h h 91, f P -d.f1i_-p b-- do d ll( I-.i the pr pc ty rtS t dDhg 033 3 f lu br vent z,18fi d b - P ,k sh n he�ry ha ul w/29"x18'fixed below ill h a 'll -h d'gb'} ork.I fuer out wal lumbm v t _ ill Id b'4 1- ut either mute sr nh I e head or the 111 ora s mdow or LAN NOTES 'h Ih y�' h Pat, h .. 32•x80^, .plain Bath / ,—� w a d r. ous exist [tic a�a Hall z e �' neons s s f d 54t9/e lite abor ttg a rsbng;' 312 Zoe (��l / 'y repla9e 3 Da no l Ih W.[J 1 d- slw bl ur,1 i.Ird' - � d gn A I D 'al to remain 3t22og 24'x ea' Bath I txistrng I m = 6. W'd - d'.rd }9 .g. h-srs h. 1 1allh p 'b1.1 6 g I Ticar°n If t"h° . f h n. n . 5^stet' to 3lozoz 24"x ' - �g 7. Rf. pl S_ I. t I }pec Coordmatroprnbility of uc in - hSya Saa""d - + - - - brroreq th atnsuaction}ladder hAI v 'CV Al dime vs,wis K i irrsu/ate wan as drown �'�j - d &d' t 1 g 011111111 &lV d,., 71n p. h Isrn&ss It ng.shall mndn<aa p , dwnAnam ott 1 ste ns 1 012.2 m 3u � [ba Jl b gh hall�hAk d 3033 di �❑ a r l Wl ,i 3. hl et6h d p1 ,h,—i-- Hall hrrww orh _ ne h rt n w t m k Halls lo. vara I r 'h br en,npnld,: -d t. H .., r veern�. m n.ac 3,0201 - -- il CASING SECTION/ELEVATION - 3.<; n•xao^ k -- r r I-0• a chase _______ 32'x80' .....___..� II � tr .�. i I _ I., r x511=,I avec - in o eon v m II- I all h Id h d march =,I Na Wad al alt da lobs 1}-. Al 2:24'x80' w ]2"x80' C I^_. Sp tPla�-f f al/FIs.}p 2 fpl pV alts dw ka'I abalhpn v8 baac w/wl.(-to5 4'a't<''tawd krr 3-o fi ''"2• .> m c 98•x90 �r4• 1 fiord W IIti, l sb u br lld' 1 rl 114 t! w shoe mov4l --- ecka _ - - a _.— W}BC(3f0 f la' I t all cd lyl fo Ila ian or 19 11 t 'sb i. walls wait,ah..,p—d caaivR it.no,ured to Ire a �f ill bo d �6 1{ 13. I((„}. box i d iIIA - " nt g}}wm bvnl m. m&: I 1 �5'slep `dI q±i¢ 13 SP� h. h< p Bedroom; — 14. B Id .Ivo 1Al h i h& ag eq h l Bedroom z . Bedroom 1 hi CTob da, I8. rano.g 1 f a,bniab t II a batarr -a rid,cr a,ac: 310203 ry v 16. Iavatoh' lo t I 24'x 80'slldag tlpor u � k _ els —ad (al—-) other hard- E b 3B 2LL11Ai Sy - oro sur6w:e 9oorine � -( �lJ 'leA , I 24'x18 awriinp witdow Z 32'x52"r�ementF ---- 2 32 x52'rasemanhs w/3zk19' 131"x39- {l...wr,iii ''wv� '4.� 'i 01 tempered fixed bebw tempered fixM bebw y y 325x52^casemmfs — ,.36.18' w -- ,•$.Second Level Floor Plan remp"ededba9pw ;Y z zi I''tgwn ❑ ❑ s-O' - s-fl• __-_ __6_a - sff-._ ____-.s"io}• -__ �r-a'-- - se -� .+ rn 32'xs2^rac b bY s E 13z°x3a 07 IX8 BASE DETAIL 23551' 2 } re6d u AR fixed be— aluminum awnng ,--1 E fixed below _. -. - .____ _...❑ -. p - w -I& exstlng-0b,,. kt�- 13 1A'• r wall:win,mat.R-336att -LE€ E t. gN qF w" 31 r� 1 8 l'Ugn ons wr door m 1 3 2 3.2• w _i E pads Wanting r M n _... z mnvete _ w Jj _ t'4 bebveen 9N above first. 1p H Y 3 33 f 3'-3 a� h ` n mirror dggror window a ®o $/j K B —. _-- - '�" ---•o,, w0wna -wf mawtera:x araaaY w e_. €' m` 8 smpadl� ":M6 a axe k x m o e Living ., Hero yx 4 w bun M ^Afl 1; slse l_ Me k O N : .X __ !a a s Living WAC E 3to _down 5"�.. F Wkati he .h.en L 3 ^ Y w e 3-zi 36580 p Z tt iM sin+ k 1__ ___._ ___... _— __ + —.�— _._ c u 1. +srt9le•bte dda b. nkc 3 I ..3 � 3"pwvdlr mated ry ✓" S haC-watt _3 rtew Llll beam rn-9ne Y $ _•_. _ ._.. sbpetl 1' t•MmrPNs above ro• Kitchen w 3$ mravere pads i �. w.Di x 2 ` o a� �-ter--� w ; 31nio g :O `, O pry+ 3Bath M 1 I watts ffi "+. ° ��lll_JJJ . pads 41 ` expos W eu.T above J O Orase awve dpw.p 5" — -- Panto' } 'glare wan as wn DEMISING WALL DETAIL .�1; _- da s, '.,3z•xao• 3z•xao• Ktchen F °''. c,a.� i � a Dinin n r atch ; C W kY $ 8 U stuece ou CMI ill -- .. 8 EE$ 310102 3 o �R ow a• a C Doad Exam„KrI cM,l 'Y g ` Master Bed Bazh. CONSTRUCTION SET 3\ Project#: 31Y .$ b- } ' cI I 24"x1 Caz za u Hvac J§ prom J 4 §' l 16006 sbped l ntsWate rsbng exterior 32"x indoor ar+ dwse above ip Date: walls with mm.R 13 bMl - - _.. r -__-_ n"xao slairg door unit ; 3/13/17 -td- 24•x51'fbad hnktess WH outdoor slwwe. 124'x19" z°s# sbgwer t,'a• _ Revised: zt- - -- on m/pmn ..ped axed xww 6'-0' f -__ _.- au i - 4/4/17 ----- E r ` Sheet r i y l -L------------- rbwrert� 8 , r.. A2.2 First Level Floor Plan CONCRETE WALL DETAIL MAT 0 2' 4 6' 9' t0 12' 14' te' Groshell Cabana � 310 8th Street . Atlantic Peach . F' 1 �iiiiiiiiiiiiiiiiiiiiiiiiii��::: _. .. -� Pro 'ect inforlrnation Index PORCHES & BALCONIES MASSING & WALLS PLAN NOTES Mech. Elec. & Plumbing Systems Columl,<s C,.JN(.RETE MASONRY UNITS r �',LEVATION NOTES MECHANICAL NOTES •°"�� "' ' House sq footage �-• _. Woo-i post-. shall be 4x4, 6x6, or F%8 +see f rawa;lgr , shail b,- �,1 1St floor `, I 3,38 se rt r.�� i Title Sheet & Specifications C;iayright �.:�r7 Marr Sant, t: n n r in if im nsiosas ;. S stem wall Ue desi Ped in accordance with a]1 a iicaUlc codes, standards & �� f Desi n Assoc, tics, it c. P•i righ Comii on • ide pressure-treated pin,-of >eaer. Alt Post trim shall be cqt:-il 1. .=.11 structural ir{ a.•or ,' ::.vi, is for ferenc� purposes only. A local T. Do not scale D awings. Use only dimensions sl ow o d aw gs. d e _ y g pp 2nd floor t,.,_.8 sr .t ince it Ureserve The de r;u c< licensed structural •-n inee: shall design to actual site c-Iriditions& desi n are in uestion the builder shall be obtain clarification before continuin with re •uirenreint i local utili officials. I'esi ii en rneer shall re are calculations -1.6:6 s 1 ft drawings, wrlti: tc; or et.•' u'i past._.aterial. - g $ $ q g 4 �' b g P P for rim ,E sizing, sizing, rrarrangement, n] shill r r> ' y 2. Post eornC.s shai . c pit 'ifered unless noted otherwise. Begin chamfer 1 all structural eLme: . such as footings,foundation walls&slabs. construction. B alder shall verify all dimensions be conditions at jobsit.. o cqt p c ,,s g, duct s ing, a esso ry tc., and a prepare e g u cr+u r 1 .1 Site Plan ation;f f t, ', doer. �� r specific est width above ouch flo - if t:here is no rail or i/4 post width above rrir 2. X11 naso--r,,,, shall be laid pli,mb. true and square w/filled joints. All wills 2. Finished grade lines shown arc approxini:tic. Verify rtes+ finished grade slopes final drawings accordingly. Exterior Porch the oropc.ty u Star Sanford I,,;sil p P ,r+ __ - ., ., . 1St Fi,,;r Assumerciat�^ Inc. 'No pert cis lbs , ,- loin �•.a,x, :: . ,.. :.11 �__,._- - tied .t rra.__are. No work sLa l ,r ,. ,,h ..r, 159 sq :- -pied,d c o. ii0,t d otherwise. EPL r 1/�post width . 4 away froiii building for at , .is 4h out_.at,_ buildu,t Y .ureter. Bui1� r ..al. 2. Furni.>h all ductwork, control v. ung, piping, fittings, accessories, , - 'r•r .+ `i ..n -11 exposed work shall be 2nd floor �58 S ft " , .. ' a o*hers. or re u..luced in part no capital or i/2 post width below capital unless noted otherwise. Chami-e s be L_ nc sublet t ..o fie_ti. ,, an s. e p establish finish floor elevation in consultation with homeowner. Builder shad complete installation. Q AG.1 i list & „r cJnu Level Exis�ing l Demo Pian. .vh,:.e in any �orrn without it sha'1 laic / " for osts 1" for 6x6 osts, and rr/4" for 8x8 posts. Begin brush-Cleani l t0 h fre•�of sent{ace mortar 3 4 4x4 Posts, P take into accou t design intent, including number of steps, water table masonry, 3. Ins: late all heating or condenser water lines in uniinsulated spaces w/tubular ,• •�nit _rn €s • at_t of Starr t sea chamfers with a flat taper equal to the depth of the chamfer Unless All mason work I =;low finish bade sh:ll be filled with grout.This includes DESIGN CRITERIA: AZ•2 First c�- Second Level Floor Plans dr sign associates,I it Do not sea and end c p q p 3• masonry etc. Builder shall also assure that there is adequate clearance between finish grade foam insulation. Insulation shall be of self-sealing type or shall be taped closed drawings.Use given dir:�ensions on noted otherwise. all cores,cavities w other spaces. Building Classification: Rekidrinti�_,i�1t r ' --.•ily If no. shop, g verify �?ne cc rrr Turned est:•iia be ft r f; inion are ressure-treated pine or bei+-:r,or 4. Newly laid maso`1ry shall not be , 'sturbed in any manner. Any section &any wood co struchon. w/foil-faced tape Building Type: ."}. v ionsr+ �� . dimensions with Sari Sanfo+ P Y $1 P P See details for tenor materials riot shown here. 4- Closelv coordinate work with all other trades. Maintain ceiling heights & duct A3.I Existing / Demo Exterior E Desi r Associates, Inc. C rnrrac maybe Perma-Cast whi sh has been ti,t-,...-bed befuie mortar has set shall b+ corm letely 3- Existing Elevations g Classical columns (round or hare? may be smooth cedar, redwood, remov=d &icic-lair_, i'rotect masonry ivo:k from moisture and temperature 4• Gucters& dos spouts may not be shown for clarity. a Iomeowner may elect to spaces provided. sha:i check and verify all d,m,nal' . q- q Y A3.2 New Exterior Elevations & Details •ind conditions of the job site. Perma-Cast,or limestone. changes at the end of each day's work. use rain divert rs over doors & walkways in lieu of gutters. Properly-planned 5. All valves, dampers & other control devices shall be accessible for operation & Concrete niasonr-.= units shall be sound dry, clean & free from cracks. French drains i the round below eaves earn car water successfully away from maintenance through accessible ceilings or thrc+igh access doors or panels Unless otherwise noted,project site considerations shall be thr ,f; nsiuili� 0f the 5• g '� owner and/or contractor. Examples of such items include, but ,r i l n:rr be limited to, CMUs shall be Grade A units conforming to ASTM C-9o. CMUs shall be the house. If gutters & downspouts are used, locate to allow drainage to flow manufactured for such purposes. deter=iiination of grade elevations, drainage features, and sp .tial retruir rig :*> 9,1_ gall Sections Beams laid running bond using full&half-blocks unless noted otherwise. Saw-cut away from house, adjacent structures & property line. Locate downspouts in 6. All anits above ceiling shall have auxiliary drain pans installed below entire unit. associated with FEMA flood hazard and;or DEF zones. blocks if non-modutar~dimensions are required. anon-visually-o ensive locations Do not locate downspouts on front face of Route internal & auxiliary drain lines down ,o floor drain or utility sunk in 6. CMU bearing wal°s shall be minimum 8" thick, & shall be reinforcer. v e Architect suggests the use of traditional half-round utility room or other non- uUlr: areas vi here overflow would he noticed h The contractor is responsible for the means and methods of'-costrllction. It is tl; ..11) 1. Wood beams shall be#i Com,tton grade pressure-treated pine or better. house unless s own. Th gg y p Y ,_:_.I_ First & Second Level Electrical Plan w/truss-type reinror;ing every other course. contractor's sole responsibili to determine the procedure,se xu:.:i1�r',diad tenapuran y 2. Beams supporting masonry shall be limestone or reinforced concrete. gutters & roun downspouts should the homeowner elect to install gutters & homeowner. 7. Reinforce CMUs .,ertically by filling cores from footing to top of wall bracing as to insure the sa ety of the building and its cor,kponcint parts durine 3. Metal beams shall be hot-dipped galvanized steel. downspouts. 7. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air construction. i w/grout &rebar. W nforce CNiJs @ corners by filling all such cores from footingto tc;a of wall w/ rout&rebar. Reinforce CMUs within 16"of beam S. All columns shown shall be Architectural Grade. This grade includes duct shall extend from intake blower at exterior to return air side of ductwork. i $ : hese drawings may not correlate to any in-field modifications, or girder bearing or other concentrated load,b filling all such cores from correctly-propo ioned base&capital details& proper entasis (taper). 8. Provide pressure regulators for all gas equipment as required for proper The contractor shall verify all conditions and dimercions at -he lob sir( prior to $ $ Y $ an discrepancies or questions should bz reported to the Architect footing to top of wA w/grout& rebar at each core. Reinforce i CMU core 6. Shutters shall b sized to match actual window openings. Mount with hinges& operation. Verify gas pressure at meter to deternnine necessity of regulators. commencing work. y p q p as SUOn as possible for resolution.under each end of bond beams by filling all such cores from footing to top hold in place w th shutter dogs located at bottom rail as shown. 9. Coordinate with electrician concerning items requiring electrical service such as r The contractor shall supply, locate, and build into the wort{ irL inserts, anchors, of wall w/grout&rebur at each core. Reinforce :ell openings in CMU walls condensing units, air-handling units, condensate pumps, motorized dampers, etc. angles,plates, openings, sleeves, hangers, slab depressions, or ther components as larger than ]2" in any direction w/rebar at all sides of the opening. Extend to. Coordinate service&ampacity required. may be required to attach and accommodate other work. bars 24" past corners of opening. Reinforcing bars shall be ASTM A-615 SIDING NOTES The Builder shall test pressure reducing valves, T&P relief valves & other safety ll ATTACHMENTS & SITEWO R K Grade 6o or better, refer to Engineering. Extend hook bars of same size as devices prior to the operation of system. The Builder shall test and balance all It is the owner's and/or contractor's responsibility to obtail a soils exploration vertical reinforcing into footing& lap vertical reinforcing 24" minimum. report.The Engineer shall be notified if soil conditions encountered differ from the r. Exterior shingle siding shall he Cedar shake installed on breather fabric or similar. systems prior to completion of the work. noted assumptions. All requirements for site preparation a d soil compaction General Conditions 8. Install bond beam course w/1 #5 continuous @top of all CMU retaining Lap siding shall e cedar. specified in the soils report shall be followed unless more stria, I t re•uiremeilts are walls&above all door&window openings. P P , Fireplaces & Chimneys Consult with a licensed structural engineer if CMU walls will be required to 3, Brick shall be rsh specified in these plans. 9• $• q Plumbing i. These Plans are the property of STARR SANFORD DESIGN act as r,fain:1 walls.Backfill after first floor is set. 4. All exposed CMU shall he Stucco finished. Stucco finish shall he smooth sand. g g ASSOCIATES,INC.These Plans are protected by Federal Copyright t. Fireplaces shall be constructed with Isokern system ore equal. 10. Mort:.: shall be freshly prepared and uniformly mixed. All mortar joints 5. All siding shall e installed as per Manufacturer's iiistruc-rtons, � Laws. Any use of the information contained herein beyond the use P y q shall be completely filled as the masonry units are laid. r. System shall be designed in accordance with all applicable codes,standards 2. Flues shall be clay tile or Isokern DM flue system except that triple-wall P Y & requirements of local utility officials. Design engineer shallprepare authorized by STARR SANFORD DESIGN ASSOCIATES, INC., metal flues may be used only with European Copper chimney pots (see 11, Grout shall b- freshly mixed of fluid consistency and uniformly mixed. Fill q Y $ $ or any duplication, publication, sale or distribution of any part of these below.) cells of masonv in vertical reinforcing in lifts not to exceed 48 . TRIMWORK NOTES calculations for pipe&equipment sizing, accessory arrangement,etc., and it shall prepare final drawings 1 CEILIr�TGS & ATTICS Plans without the prior written consent of STARR SANFORD 3. Chimneys shall be brick or stucco on 4"mini mm masonry. i2, Verify masonry wall. r;-nforcemenr & turn up equal quantity& sizes of P P $ accordingly. DESIGN ASSOCIATES,INC ,-� Chimney pts for cls rile or Isokern DM flues shall be traditional cls rebar out of footing at locations for wall reinforcement so that 1. All finish work shall be executed by qualified subcontractors, and shall be filled, 2. Furnish all piping,fittings,accessories,etc.for complete installation. represents a violation of Federal Laws subject to the prescribed penalties. �p 4• y P y y reinforcement is continuous from wall into footing. 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular chimney pots equal to Superior Clay. Chimney pots for m tal flues shall be $ sanded smoothand ready for finishes. Trim materials should be tempered to foam insulation. Insulation shall be of self-sealing e or shall be taped All work is to b in accordance with the latest codes. h equal to European Go er metal chimneypts b ack Arnold. Provide anchor bolts at all reinforced CMU cores as noted above, or if $ tYP P y q P l`P P yJ foe.idation is concrete, provide anchor bolts 8" OC maximum & at all ambient projec conditions. All finish lumber, trim, moldings & millwork shall closed w/foil-faced tape. Local Ordinances:Atlantic Beach,Duval County. Fl P;- p 4 Ceiling & Roof Frarnln�: Building Code:2014 Florida Building Code Residential �'' � have a moisture content of 12/,or better. Cleanouts shall extend to surfaces or shall be provided w/access doors or corners& edges of openings for connection of framing to concrete or 4' P Electrical Code:2014 National Electrical Code mason wo='l_. 2. Exterior fascia shall be backprimed solid wood, & screwed Ga) corners (see similar devices. Cap all pipe to be left open overnight&protect pipe during N SEALANT NOTES masonry It is the builders responsibility to assure that all manufactured articles Ct Drawings for widths). Finger joint material is NOT allowed. installation from dirt,gravel&other debris which might cause blockages or r. All structural members shall be sized to carry all'--posed ]o:1ds tri, a 3' P ' O mater�l, Ind eq'aipment are app?led, ir<st ?led. ceTnnect^d, nrecterl, iised, �l � Exterior sotias shall be back ritned solid wood a to i n" in width or shall be flow restrictions. structural engineer or other individual accept al e to srate & iocwl l',. 1. Use materials appropriate to thea application for maximum life and optimum 'T 3 P P ++ ++ Center all fixtures in ace allocated unless noted otherwise. authorities. _ cleaned, adjusted, operated and conditioned as directed by the � PP mall Framing i/2 smooth f -tory printed exterior hardboard if greater than i1 wide (see S• P manufacturers, unless herein specified to the contrary. Builder shall follow ct „y, appearance. All joints should be sound, clean, dry & free of contaminants. 6. Lead solder is not allowed. 2. Ceiling&roof framing&blocking shall be#2 KD son 1..°r n yellow pine. Drawings for dths). Finger joint material is NOT allowed. - ail instructions to sustain and reserve all expressed or implied warranties � �- or seal=nt should be a lied iu accordance with s cc data sheets ar.d 7. Closely eoordime work with all other trades. Maintain ceiling heights& 3• All framing&blocking lumber shall bc�=kiln-dried to a,a-xiist content-of l F P Caulking pp P Exterior corn rboards & casing shall be back rimed 2x solid wood see r. All stnactural members shall be sized to carry all imposed loads by structural 4 g P ( i e spaces provided. i9%or better. and guarantees. r� v manufac'turer's specific reconnmeudations. Colors shall be selected by _ Drawin s for dths . Fin er joint material is NOT allowed P p P p it is the builder's responsibility to check all plan dimensions &details for M engineer. g ) g 3 8. All valves, cleanouts& control devices shall be accessible for operation & 4• All wood in contact w/concrete,earth, masonry,or in; moist location shall 4 P P Z her from manufacturers standard colors. Caulking or sealant shall he ;, homeowner L z. Wall framing t- =+,ockin `shall be white pine, spruce, or fir, stud rade or S. Interior trims rk shall be shapes as shown on drawings. � •„{l -, , overall aCCuracy appropriate to the site & final selCCtiori of masonry, floor '••-•` $ maintenance through access doors or panels manufactured for such be pressure-preservative-treated with a sat,rborne rr 5ervative appl _• Ly `� installed so that finish surface is smooth, even &regular. better. g P P u oses. vacuum process in closed cylinder& shall be kiln-dried. :ter treating. joists,lumber, structural members,veneer,roofins,etc. Names of materials = r.- joints between dissimilar materials as lumber P & manufacturers shown on these Plans do riot re resent anv endorse°:inent `t 2. Caulking shall be installed at interior dry 30 3 A}}moi `& 01,ckii,g,umber sflall be kiln dried to a moisture content of 9, Soil&vent stacks shall have cleanouts as indicated on Drawings and/or as 5• Wood blocking shall be solid & shall match the c�x• :cii of the primary T , I., P 'r t required. igiro or better. - ELECTRICAL PLAN NOTES required by applicable codes for proper maintenance. framing members. t or recommendation.by SA tiFORD DESI,T'N AS�OCI•iiTES, r;,,. I 1-1 Final selections of materials to be used :ire the pfinsibility of the "�' 3, Sealant shall be installed at exterior or damp interior joints between dissrnrnar 4. All wood in coii ,',xv co,*ete._'VWh,1.m4sonry,or in a moist location shall 10. Coordinate lacement of all drains with floorin subcontractor. 6. Roof trusses shall be designed, fabricated&ercctr d u--orlon--,-a lthe S• r c i ,� P $ „ homeowner and/or builder, includin but nor limited to ro er installation : s reconnnnended h be ressure- r :,;rvative-treated with awater-borne preservative applied b k- -a• pat • C r r+ _ � e " $+ P P materials as required. Prime all substrates w/prinner 1 y P P � � PP y i. Do not scale D twin s. Use only dimensions shown on drawings. If dimensions 1i. All pressure piping located in inaccessible areas such as under slabs shall be Design Specification for Light .'lle....l _1._.c. .-,rn_nriec.. .: r_hof Truss.s of � -O t when vacuum Process its clo-?d c- 'finder&shall be kiln-dried after treating. g � 0f materials, nailing, gluing, caulking, insnlatin flashing, roofin manufacturer of sealant. Apply sealant from the bottom up. Apply sealant - . $ re in question, the electrician shall be responsible for obtainingclarification continuous copper tubing without joints. the Truss Plate Institute.•`Truss manufacturer shall tai.avide engineering $+ g $+ 1,+ $+ $+ $+ L_ Wood blocking shall ine solid & .i call match the depth of the primary a q 1 ,,.•. . .. r weatherproofing & many other small items & details not necessarily]f- between design extrcunes. Use Flexible o en-cell 5• b P P Y i2. Coordinate with electrician concerning items requiring electrical service design n&she drawing- which bear the sea] of a re ter.iz,ed engineer m .he Y joint is approximately ha way before Contin in with construction. Builder shall verify all dimensions & $ q $ $ P $ z1 framing members. hrovide blocking in wall to secure mounted millwork g state in which work is to be performed. Shop dna t ' s shall indicate the indicated on the Plans over which SAN-FORD DESIGN ASSOCIATES, w oin - ton: t o such as water coolers sensor flush valves & water heaters. Coordinate p p �i P " shelves, fiats res, miry�rs,'traiiet accessories & other items requiring a conditions at3o site, '• species,sizes&stress grades of lunibt , . iewl ronne; l INC.has no control or responsibility. s� olyurethane foam backer rods ata utt thicker than 1/2 the width of t ,ria no cases thinner than 1;8 ui g service&ampacity required. �, p g p axe sizes&types P ry• � t?ermanent attach. "to Ifiewall. _. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, t 6. These lans rovide ideas&conce is&are riot intended to be coin lete in +, h ill be no rater than r,2 the width of the 13. Provide expansion valves &pressure relief valves& drain lines from water &bearing&anchorage details.Truss manufacturer's , . ;ukamit,supporting P P P P rsi thicker than ,/8 , tap joint depths g , ;,;: + ,> ri c. for complete installation whether or not eve item all respects & details of weatherproofing. Lse of a potential varlet of tp 6. Interior walls s-Alb x4 studs (3 1/2 think}& exterior walls shall be 2x6 disconnects, accessories,es, et p '� heaters. Route drain lines down to floor drain or utility sink in utility room design documents which indicate loading, sectly : is.• rlulus, assumed PP Y 0 to joint. studs(5 i;z" thick)unless noted otherwise. Exterior walls of garages&other is shown or spe ified. or other non- ublic areas where overflow would be noticed b homeowner. allowable stress, stress diagrdma .alculations & any -shier ren-uh-ed window or door brands &types&use of different materials &thicknesses unheated areas shall be 2x4 studs unless noted otherwise. 3. These drawin are intended as general guidelines for purposes of establishing If line is runtoexterior, extend line concealed in walls to within r8" of supporting information, which is for file purpos,� anly as the Architect iia~ Chan;:,: details. Additionally,varying codes& regulations, foundation p"i •� � 7. Headers shall be sized by structural engineer to meet all local live& dead certain minim m criteria, & do not necessarily represent the final layout, finish grade&terminate with 9o' elbow pointed down. shall not be responsible for checking;calculations. requirements&el ictrica}&mechar'cal plans can also change details. r h ;,;p ca load requirements Install minimum 2 liner under each end of all headers. Sr P Veneer l.um?seri 1, is the builders responsibility to assure that all work is in strict L` •+•J T q x4 arrangement, si e,brand name, capacity or other characteristic of the engineered 14. Provide pressure reducing valve as required for proper operation of the 7• Any hip or valley rafter over 28 long shall be Lamina ITL RE Install 2x6 over top plate of wall in walls parallel to framing above for codes;, system. Veri t r pressure t meter t determine necessity of reducing 8• Roof sheathing shall be 5/8" Exposure i tongue&--gt' .,. 1'v'wood glued w/ accordance with the latest edition of all applic.,,ble National., State, and CABINETS & FURNITURE system. System shall he designed in accordance with all applicable co e , Verify wa e p esso e a e o de e e ece ty u g $ P $ .� P= Local Building ' sheetrock blocking. Install minimum 3 studs @ beam bearing points unless standards &re uirements of local utility officials. Deviations frorn the concepts valve. waterproof construction adhesive& screwed or naii d 12" OC to framing. b Codes. .It is the builder's responsibili::v to assure that all noted otherwise. g pp Y g g r Seal to wall fl p work is in strict accordance with the latest edition of a!l a i..able 8. Exterior Wall sheathingshall be r/2"CDX plywood sheathing. shown on rhes Drawings should be supported b design calculations. Design 5• floor or countertop around all fixtures with tub&tile sealant to 9• OSB'is NOT allowed. PP� P Yu $ match color of fixture unless noted otherwise. 10. Hold roof deck panels apart as recornmended by deck ng manufacturer. Construction Standards. y Exterior Wall sheathin shall be wrapped in o lb. felt ore equal. Instal}as engineer shall repave calculations for loading & equipment sizing, accessory ` 8. Names of materials&manufacturers shown on these Plans do not re resent Millwork 9• $ PP 3 9 r6. Install shower heads 8o OC AFF @ wall penetration unless directed it. Hold roof deck panels away from items pone,�ating roof deck as P 3: per manufacturer's recommendations making sure to achieve an airtight arrangement, etc., and shall prepare final drawings accordingly. recommended b roof deet- manufacturer ro al{ovv for expansion & any endorsement or recommendation by SANFORD DESIGN P � $ $ otherwise by homeowner. Y { l seal at the edges of the wrap&at all interior joints. 4- Install GFCI outlets as required by applicable codes. These areas include ASSOCIATES, INC. Final selections of materials to be used arc the 1. Do not scale drawings. Use only dimensions shown on drawings. If $ P 1 contraction ridge roof deck. receptacles in • bathroom, kitchenette, or other area where running water is 12. Hip rafters,ridge boards,&valley rafters shall be one liize larger tlia_n rafters. responsibility of the homeowner and/or builder, including, but not limited dimensions are in question, the builder shall be responsible for obtaining present or areas exposed to the weather. Bath Accessories Purlins shall be 2x4s r6" OC. Provide 2x6 rafter tiesat all locatioi;s where to proper installation of materials, Mailing, gluing, caulking, insulating, clarification before continuing with construction. Builder shall verify all 1', n1SheS S. Install hardwiredsmoke detectors with battery backup on all floors. Interconnect ceiling joists run perpendicular to rafters. flashing,roofing,weatherproofing& many other small items &details not dimensions&conditions at jobsite. r detectors so thatall will sound should one detector activate. Verify number of necessarily indicated on the Plans over which has no control or 2. Field-verify all dimensions before beginning millwork fabrication.Verify all1. Bath accessories are generally not shown anywhere on plans,but should be kitchen equipment sizes w/homeowner before ordering cabinets. 1. Wallboard& ceiling board shall be screw-attached 5/8" fire-rated gypsum smoke detectors required & locations w/homeowner & code requirements. responsibility. SANFORD DESIGN ASSOCIATES, INC. not be held installed as noted below. Homeowner shall select accessories. Ll hting Liable for any errors, omissions, or deficiencies in any form by any party 3. All cabinet dimensions shown on floor plans or elevations are to primary board conforming to ASTM c36-64. Use of this material in lieu of standard Detectors steal be installed in all sleeping areas just outside bedrooms as a 2 Ins~s11 toilet paper holder 24" OC AFF & minimum 36"' OC from wall g surface of cabinet. Countertops typically overhang these dimensions & i/2"gypsum boara will result in a stiffer,straighter,smoother wall at slightly mininnum- behind toilet(i per toilet). wrratsoeve. yr C.nesC is as detail. kickspaces underhang them. elevated cost. All details used in these drawings are based on 5/8"gypsum 6. Some equipment shown on other plans may require electrical service, such as 3• Install r8" towel bar in tub on wall opposite shower @ 6o" OC AFF (i per 1. Light fixtures shall be located as close as possible to >catiuris shown on this 4, Provide pre-finished closures, trim or moldings as required to fit walls or board. water heaters, condensing units, air-handling units, condensate pumps, etc. bathtub). plan. Fixtures shall align with or center on eaciirocher or with adjacent furrings. 2. Wallboard @ the shall i?e equal to Georgia-Pacific Dens-Shield tile backer Electrician shal include electrical service to all such equipment. Coordinate with 4. Install 24" towel bar outside tub or shower @ 48 OC AFF (1 per tub or architectural Clements. Coordinate locations of liXt fixtures with HVAC 5 Builder shall provide adequate wood blocking in walls to secure millwork, board. other trades concerning items requiring electrical service. Coordinate service & 5• shower). grilles so that they align with or are at ]east symrn trical-i ith each c,-her shelves, fixtures,mirrors,grab bars&toilet accessories as required to walls. 3. Wallboard @ damp ares shall be equal to screw-attached 5/8 moisture ampacity requ red. Provide one duplex outlet & one light if unit is in non-lit 6. Install soap dish @ 36" OC AFF(i per lavatory). where there may be conflicts. Grilles & registe a shall be blocked as 6. See Finish Schedule for wall,base,floor&other finishes. resistant gypsum board @ all areas exposed to high humidity levels such as All materials shall be moisture-resistant in countertops w/sinks, lavatories bathrooms. area for ever condensing unit & every air-handling unit as required by Provide blocking in walls for all bath accessories. required so that they align with Tight fiat urs, bight fixture & switch 7' applicable co es. Outlet shall be weatherproof GFCI if unit is exposed to locations shall be reviewed & approved bYV,,vier or Interior Designer or other plumbing. Plywood to be covered w/plastic laminate shall be 4. Sheetrock accessories shall be equal to USG. All exposed corners and e P P before installation of sheetrock or other wall e' vitirig finishes. cabinet-grade AA fir plywood.All totally concealed wood framing shall be gypsum board cage, shall have appropriate metal accessories. Sheetrock weather. Auxiliary Systems 2. Center items shown in ceiling areas unless notes orf niyvise. #z southern yellow pine. joint treatment marerials shall conform to ASTM c476-64.Tape all joints& 7- Obtain name plate rating of all equipment before roughing in &provide wiring 3. Coffer dimensions are shown to face of framing,1l;els}noted otherwise. 8. Sections and details shown may not cover all cabinet conditions, but are apply 3 coats of joint compound. Sand between coats and after the final of proper size voltage & ampacity. Provide fused or tion-fused disconnect 4. Switches shall be located adjacent to but not rite eeting door c�+sing 0r intended instead to i_.dicate the general design and character of the finish coat. switch as required. r. No alarm systems are shown.Verify alarm requirements with homeowner& g gtrim. Verify trim size&selection for each ro ,i . Crouped sw+-hes snll be cabinets. In cases where ria detail is shown, use most similar condition 5 Tile showers shall he constructed to at least the following minimum g• Provide anelb aids of ro er volts e&am aci for all electrical circuits. Mole install as required. p p p g p ry ganged tight together& shall be Covered wit',-,a�ng1e plan oesi€;Ped or detailed and modifyfor cabinet elevation shown. standard:Wall the shall be installed over Georgia-Pacific Dens-Shield the 2. Telephone outlets may not it shown. Verify telephone requirements with ! r $ than one pane may be required due to number of circuits required. Provide a that purpose. Switches shall typically be rr,trsant��.. 48" AFF to cerate. of homeowner&install as required. backer board or equat#nd shall be installed to an elevation of 72 or higher minimum of 8 pare circuits. q switch. as required to roduc'e full(uncut) tile throughout the height of the wall. 3. Computer outlets may not be shown. Verify computer network ,,. ',, q P $ g Verify service requirements with local ower company including transformer 5 Support all fixtures rigidly from structure ofb r,ir,. The floor shall be re"'ared b grouting to slope to drain over a waterproof 9- q P P Y g requirements with homeowner&install as required. , n 1 -- The Y $ P locations & types, disconnects at exterior of building, voltages, aril acrties& 6. Verify device&plate -c.o s with vr.er or Int esigner. membrane. Floor tiie shall be laid according to Owner or Architect. Small y g' g P 4. Cable TV outlets may not be shown. Verify cable TV requirements with $ other details f electrical construction. Size all feeders according to NEC 7. Consult Owner&add exterior security-lighting ir'i quired. Verify lighting DRAWN: MLS bullnose trim shall be used at all edges. Cove trim shall be used at all g homeowner&install as required. _ _ $ type&switching. interior corners,unless otherwise noted. requirements. 8. Consult Owner&add landscaping li htiRg i re uir d. Verify lighting e 6. Remove all rust,grease&erection marks from surfaces to be painted. Fill 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. P $ $ q tr $ $ CONSTRUCTION SET and sand all woodwortE with an appropriate filler before beginning work. 11. Support all fixt res&other items rigidly from structure of building. LIGHTING NOTES &switching. Connect all exterior lighting tarn photo•ell control relays with timeclock override for time-controllable fllusninarian during darkness. Filler coats shall be applied after the priming coats are dry on surfaces 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other 9• All fluorescent lamps shall be warm white de'iuxe. scheduled for painting or enameling. Filler shall be tinted to match standard receptacles beyond it if there is at least one GFCI receptacle in a room 1. Light fixtures shall be located as close as possible to locations shown on this plan. 1o. All light bulbs shall be compact fluorescent bttlbs o+ED,Owner to select. Prcjeft #: woodwork on all stained or natural-finish surfaces.All knots,pitch pockets and if they can all be on the same circuit. Fixtures shall align with or center on each other or with adjacent architectural & sap streaks shall be shellacked before paint is applied. All finished 13. Insulate&seal solidly behind receptacles in exterior walls. elements. Coordinate locations of light fixtures with HVAC grilles so that they 16008 surfaces shall be left smooth,even& free from defects. Brushwork shall 14. Kitchen equipment service may not be shown on plan. Verify whether align with or are at least symmetrical with each other where there may be Date: show even coatings free from brushmarks. Do not roll-apply any paint on equipment sh uld be hardwired or requires air outlet & connect as required. trimwork or other wood.Trim shall be brush-applied only. No paint steal} q q conflicts, Grilles & registers shall be blocked as required so that they align with 3/13/17�3 Z 7 Provide circuit sized as required for load. light fixtures. Light fixture&switch locations shall be reviewed& approved b be applied to wet or damp surfaces or until undercoat is dry. Coverage shall g g PP Y be complete so that no primer or substrate may be seen through the finish Owner or Interior Designer before installation of sheetrock or other wall & � Revised: coat(s). ceiling finishes, 2. Center items shown in ceiling areas unless noted otherwise. 3. Coffer dimensions are shown to face of framing unless noted otherwise. 4, Switches shall be located adjacent to but not intersecting door casing or trim. Verify trim size & selection for each room. Grouped switches still be ganged tight together& shall be covered with a single plate designed for that purpose. Switches shall typically be mounted 48"AFF to center of switch. _ S. Support all fixtures rigidly from structure of building. 6. Verify device&plate colors with Owner or Interior Designer. Sheet 7. Consult Owner&add exterior security lighting if required. Verify lighting type &switching. 8. Consult Owner&add landscaping lighting if required. Verify lighting type& switching. Connect all exterior lighting to photocell control relays with CF. copy -- Ao . i . timeclock override for time-controllable illumination during darkness. OF�� 1 9, All fluorescent lamps shall be warm white deluxe. !`^ . !°`,; Site Plan Key Existing Lot Area Calculations g Lot 6,5oo sq ft .................................. DENOTES PROPOSED PERVIOU' SAND SET PAVERS Existing Impervious Roofed Structures 1,323 sq ft 20-35% Impervious additional concrete&reaf patio 256 sq ft % DENf 11 1 CONCRETE ,R CONk:1,'ETL SET PAVEP ',�Rlk:K Exist)-ag Impervious Pool coping&concrete o sq ft 0% Existing Impervious Driveway 1,378 sq ft 21.2% ng Total Impervious 2,9i7 sq ft 45-49% 2,275 50 FT 35% MAX. BUILDING COVERAGE MAX. LOT COVERAGE 3,250 SO FT 50% New Lot Area Calculations Lot 6,500 sq ft Copyright S w- ;an;,I New Impervious Roofed Structures 1,338 sq ft 20-58% — Design Associates, Inc. All righ _Nmw_1_mpervious(con—crete-,p-a-tios,porches,ac pads,wall) 320 sq ft 4.92% reserved. The design concept — drawings, written material, ar 24 sq ft 0.37% s "ifications of this document a r9perty of Starr Sanford Desil o sq ft 0% E New pool 64 sq ft C& o% A spociates..Inc. No part of the docum,,!ry '_�-zV b, t opitd,discb ;. New Pervious Concrete Walk 575 sq ft 8.85% to others, o.: repioduccd in part 4 whole in any Torm without tl New Pervious Rear Patio 264 sq ft @ 50% 132 sq ft 2.03% written cot.sent of Starr Sanfo, Design Associates, Inc.Do not sca New Pervious Driveway 722 sq ft @ 50% 361 sq ft 5-55% drawings.Use given dimensions on If not shown, verify the corre New Total Impervious 2,750 sq ft 4Z-3% dimensions with Starr Sanfoi Design Associates, Inc. Contract, shall check and verify.all dimensioi DESIGN CRITERIA: and conditions of the job site. Building Classification: Residential Building Type: Type V Construction Unless otherwist notvd,Project site considerations shall be the responsibility of the owner and/or contractor Examples of such items include, but shall not be limited to, determination of grade clevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibili to determine the procedure,sequence,and temporary bracing as to insure the saVety of the building and its component parts during construction. 20..011 The contractor shall verify all conditions and dimensions at the job site prior to 201-0" -4 silt fence around construction site --- 7 commencing work. silt fence around construction site A k _:il�I The contractor shall supply, locate, and build into the work all inserts, anchors, angles,plates,openings, sleeves, hangers, slab depressions, or other components as T e is alm may be required to attach and accommodate other work. It is the owner's and/or ccntractor's responsibility to obtain a soils exploration report.The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All re ents for site preparation and soil compaction -------- -------------------------------------4-------- - --- --- -------- specified in the soils report followed unless more stringent requirements are _7_ specified in these plans. --------------------------�eni"�'o f /M 15 So FT construction dumpster Block X1 Site Plan Notes 75 So FT L 0 t 3 based on a ----------------------- boundary survey made by Associated Surveyors, parking INC. of Jacksonville, Florida. See site survey for existing conditions not 1 1. This drawing is 0 7 shown on this plan. 0 2. Building layout dimensions are shown to outside face of foun lation wall. 0 6" , im ucco 0 See Floor Plans for clarification. .2-Story rarne If- 0 Parking dimensions are shown to front of curb unless noted otherwise. 0 3. 0 .......... 0 0 Curb & gutter dimensions are shown to back of curb unless noted V 0 otherwise. Residence 0 X 0 0 W 0 4. Work shown is new/remodel unless specifically noted as existing. 0) no0 0 The General Contractor shall verify all property lines, easements, 310 & Z 0 he appropriate department of 0 dimensions & setback requirements w t Q) ILI E 0 Atlantic Beach,FL. 0 0 6. Construction materials, equipment&procedures shal 0 11 be in general accord U ....SRns LL 0---------------------------------- with the Florida Department of Transportation "Standard Specifications U for Highway Constructions", lates X t edition, as modified bv technical W _0 1 50'.0" -:KM specifications. CD K.'. W . .... ........ U 0 7, All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. 0 rmrm�b alm REMOVE EXISTING CONCRETE DRIVE 8. Transition smoothly from new asphalt to existing asphalt in a manner that 4- 1,378 So F-r Rm C will facilitate the smooth flow of water without puddling or ponding. cr) -l3airn Silt fence will be provided along property line in best place for the erosion (re ree X1 Portable 9. 0§ control Restroorn C) ........... LM- 10. Existing House structure 2 stories. ---------------------------------------------- ------------------------------------------------ ------------------------L;;(Q---- --- ----- - -I I AC PAD R OVE AC PAD I 1__N 4-J ----R---- Y U) Im xis alm exi im is Xi im X, alm silt fence around construction site silt fence around construction site Existing Site Plan 201-0" 1 20'-0" A k 14 F U e alm 16-0" 6'-3- 8'-9" U N ---------4-------- - --- --- new Palm ------------ ------------------- -------------------- -- ---- ------ --------- --------- --------- -------- ---------- ---- ............. M ................ Block 9 M NO %J . ....... ..... b K 1 1 Lot 3 ............ ................. . ............................... ............ ............. .................. ....................... DRAWN: MLS 4-J CONSTRUCTION SET 2 -0 5'-0" 5 :0 pervioUs-sand set pavers Project #: no io - 3 ............I 4-J 16008 20. 20'-5" 1 5'-1 :M Date: ........ ....... .011 L 3/13/17 .............. J Revised: new Im b 4e- ............. /M I I---- - ------- - ---------------------------- ------------------- - -- - --------------- ------------------ ----------------------------- .......r- 9 ZZ Sheet 6-3 7' NEW AC; L) Y1 Im Im U exis alm exi /M /M Im Av alm 16 corlp Moliant new wood fence Ply Al , 1 pool fence&gate of:fjcf. CO adjust location in-field based on Palm location Site Plan 0 2" 4*1 6' 8. 10, 12' 14' 16' Wall Material Ky,y existing wall » I w n remov veil for new w existing all to be removed ,— ' 1 I PLAN NOTES II II 1 !I 0 i I i. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions . 3 311 g � I are in question, obtain clarification before continuing with construction. Builder retain existing wood walls, wood ceiling&beams in this areas I shall verify all dimensions& conditions at jobsite. 1 I retain existing woo i walls, See A0.1 for s 4 1 wood ceiling&beams h this area `o I 2. specifications&Notes. Copyright �c)2017 Star Sanfoi 3 3 Design Associates, Inc. All righ reserved. The design concept ter ai m s ewfifi cations of this dwritten a ciiment a ` the prop(-ty of Starr Sanford Desil -- --`I fssociates, Inc. No part of the up s—�Ireproduced ——— ————— — - wholeein`any�horm without part ttl f remove x'sting windows -- n Associates of sea tE,others,or in art written consen of Starr Sanfoi . I �fi Design �,Inc.Do n I I r0no+e4sting w41ls 4 stairs I 1 0 drawings.Use given dimensions re 1 I I I I I o v / 3 If not shown, verify the come \\ u ° dimensions with Starr Sanfoi ° remove lay. _ i remove lay. Design Associates, Inc. Contract - -2 cabinet&sinwt \ _ nsio } :,.•_ ,._.: ,. _ cabinet&sink 3 3 and conditions of the job I - c shall on iti and verify. dime -—— --——-- — c site. C, 11 ° ° L--I o II 1_° 1 L ;. J ° . °{� � I G p6 —— Iii Iii 41 1 n III J:I IIOT J L� a 3 + z O U I rIN_ ani a I remove all existing interior finishes remove all existing interior finishes Q 3 including:sheetrock,tiles,carpet&insulation including:sheetrock, tiles,carpet&insulation 3 c I � n 3 3 o 3 ° I W � ' Z m v Cr _+ 3 I � IIS F remove wall for new window 1 remove wall for new window — _, .;•. _ �__ —— —— •,remove existing windows• � remove existing windows remove existing windows 0 _0 O �B• cz Second Level Existin / Iaerno Floor Plan ''- g W .. A2.1 O � E O m remove existing window &walls as indicated remove existing windows remove existing walls as indicated —� Q -; _: -- .• -- — i r-===-T -- -- D O I � I remove existing fireplace $ C ---� i retain existing wood walls, 3 wood ceiling&beams in this area L Il / retain existing wood walls, 1 I 3 in this area a / II c 4-Jwood ceiling&beams LL— f LL retain in this location °J \ I studs for structural support retain in this location o \ studs to be replaced studs for structural support ———-tl w/pipe column L — remove existing windows "CI __ — &walls as indicated U III re ve existing walls&stairs remove existing half wall, ° kitcren cabinets&appliances f ° II _ _ remove all existing interior finishes c including:sheetrock, tiles,carpet&insulation remove all existing interior finishe including: sheetrock, tiles,carpet&insulation SII ——————————---- o p III a II - I remove existing kitchen L cabinets&appliances remove existng walls&plumbing DRAWN: MLS remove exiling walls piumbih�\ /!I —�_———— o _ m � 1 CONSTRUCTION SET I � remove all existing interior finishes ———- 1 0 1 including:sheetrock, tiles, carpet&insulatior7 remove all existing interior finishes including:sheetrock, tiles,carpet&insulation Project #: 1 0 1 I i I 16008 Date. L------- -- n 3/13/17 remove existing window remove existing window open wall remove existing windows,door&walls as indicatd for new window \ II Revised: Sheet OFFICE COPY A2 . 1 ., 1!4° • First Level Existing / Demo Floor Plan"' 0 21 4 6 8' 10' 12' 14' 16' w � .- ...o .. 0 . 4'R EAL 3 2 N ' . ' ' Q Floor Plan Notes Wall Material Key '` Note:F)etails'of the.ddor or wihdow are alumin m awning o s'ov✓n he e.The i 'tent of tJtis drawing by others ' 20 not,h r n • . . . . . is only to illpstrate inXetaor tritxiwork. .N-, A9.1 ed el"sewh re see s heduie� • ' - insulate existing exterior walls 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions existing all wall as detail . •( ____ > 32."x18" 36"x18 n 1 ic. ,:•,.4 min. R-13batt 1,-ansnm "rt' i i oc�,� tl ,,ilder ,i all obuu'n cla_ificatior_ before contirrnn4 with _r _. n w 'details.&'sp�citi<ations) • . • - • , ra mom Fxed transc;rXe` 1 site. interior insulated wall all exterior walls are to be insulated . . . • . - , . . • 4 3:36"x18"fi;:ea t s _ _ construction. Builder shall .- ity all dimensions& conditions,t job site. f ...., , 7777�;- 1 � T" , • ' enstosf iilltidfce of stud orv align windows between bjeams& EQUAL EouAL11 I o Ditn. o above fenestration belpw a y` 00 c masonry oi; exterior walls unless noted otherwiseN +� 3. Builder shall take into account design intent; Including I:uml>er of step:, waterinterior zx6 wood stud wall(all exterior walls are to be ax6��ix2 k band tro{• down M rx6 head casing ,� k table masonry, etc. Builder shall also assure that there is adequatr c carance wood stud walls unless noted otherwise m Wall Sections) g �N ' I "= between finish grade&an wood construction. Ix4Jamb casing-- • • t y . k 3''2" 3'2" a � 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted - � 0 o . 11 � k ami ? otherwise or unless door casing is narrower than 3 112". In this case, install door ---� new wall finished both sides . . - J k 00 open to - open to N � i 17 frame with appropriate shier space aga nst liner and st:rd. Do not omit stud or a - t below : O below o door or window(see details elsewhere) - w M + A9.7 mer to get r c oser e adjac` es w ere a s r r new wall finished one side `- M a a h dc� .r is 'l shown l tletoo l toth +, wall Incl 1 I . __�- ____7 --_. -11 . • . Ir f i III (t m w approximately in tare center of:; wa l. .u_ate door in the exact center of the wall. Copyright `�)zor�7 Starr Sanfoi V �a _y w ;;� - a 5. Verify window rough opening heed height with Elevations. See plar.s& exterior Design Associates, Inc. All righ W c " elevations f;r window all nments, window t es & muntin atterns. Ad ust /8" CMU wall L_ I . reserved. written material, at The design concept •=IN k E g yp P' 7-S drewfications of this document a 5 R sF` s C 7 2: _ -O° tt M head heights slightly (less than ] 3/8") as required to course with masonry ;': hppc pro erty of Starr Sanford Des;( m 4 T = r f r quirrd Assoeia t- Inc. No oast of the . RAD @ 0' " 3 7" k veneer, y. Provide filler strip between window an<' 'uasor ry sill i . neer, if'an 24"x52"fixed r d e all 1=e at ,,, 3, lisr_lo<.. . . . _ , fury ut all foe lu burg vent „ -- ---.. . - w 24 x11 'f.' -_d bc,'aw to all,w.th masonry sill to r.urSe vatL , ', « i ilea,- rk. n t:. : a.c lPLAN NOTES reproduced in art _= ,.,-, ,. / other-,, r p . . . _._.._---. -mom,I _--.-___-"_ --.._-. � furr out wall ror lumbrn v�rn Durst with the heat, - `� ,,;;,; �^-�^� ' :•_1.•::� _- should brick be cut to either c � or rhe ,ill of a whr;)w or n any Yorm without ti to • Bath 2 new handrai whole e i consent Starr Sanfo, 1 • 32"x80' replace door. w t n c Inc.D existing attic access Ha112 existing 312 los replace 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Design Associates,IDo not sea gle lite door to remain 312 209 g Bath I xisting m o 6. Window sizes indicated on plans arc generic sash sizes. drawings.Use given dimensions r,n 24"x 8 v c are in question, the electrician shall be responsible for obtaining clarification If not shown, verify the corre� • . ' • • ' 5"step 18 310 202 24 80" a v .a 7. Refer to plans& exterior elevations ,or window types. Coordinate operability of insulate wall as shown A2.2/ ne h n rah e � "73 windows&direction of swing of casements w/homeowner. before continuing with construction. Builder shall verify all dimensions & dimensions with Starr Sanfoi • ,�,•,•,' ,•.'. x I conditions at jobsite. shall check and verity all dimensct ' : + - � n a'•': ,lot be ordered, prior to nreausuring ror.-li frann..g. and conditions of thejob site. 0 k _ -- tackable - _ 9 Walls, ceilings floors ofancillary 1 u as closets & storage arras shall w u F. k � F k °� 8 moors& Wt dews sh' . _ ------- ° washer& = n w an rail ce n s & fl •ncil dry spaces such • ra e � 'o `� r unless re e . M tV C• t s. . . F.° _ ° ° ° w C e - . ,. I .., . all I � dryer co x N k match the rooms they sense u rl � t d otherwise. rwis ,: H 10. Coordinate location of utility ureters on site to be away from public view and to o x=- _, 310 201 1"sloped floor1[/,"______,_e� -----:-,Vlf f-- co �' p' y' -'F---- 72"x 80" k __ hLa� miuitnize visual im act from an area of the site. Hold rncters as low as possible ".�".« x" a m screening. I 3„ is 11 I areas where wood r e into contact with 11 CASING SECTION ELEVATION11 3'�2 _ iv cKa�e ----_-- 32' x 80" n termite a a z to allow ore effective ng. N existing attic A2 2 y'-O�� / C• C hvac stall to to shield t ny red 1 ere od n ay tom access r to remain --C-- chase masonry at grade; along stern walls, tura-down slabs, and piers. ,, 7 72"x 80" 12. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per wall(see details elsewhere) - 2:24"x 80" g b ,ew{i M rod gcrarter iclund fcir 3'-O 2' 5'2" 2'6" v - 2' of plate except 1/4 cup per 2' of plate m walls adjacent to kitchen, bath or o `0 1. 0 48"x 80' 1'-4 other wet or food storage areas. Boric acid shall be installed immediately before °� iruld11 . Deck Bedroom 4 L CO installation of insulation m insulated walls or immediately before installation of 312 210 � °e' 312 206 °a wall finish in uninsulated walls. Walls with exposed cavities do not need to be �_ 3 - treated with boric acid. v' T3 I .°e oZn I (n au E o0 -Q 13. If gypsum board is used, install moisture-resistant gypsum board in restrooms & 5"step m Q,,o- c 3 k other rooms where water is present. ro •, Bedroom 3 = -_ (N a 14. Builder shall coordinate all shelving&storage requirements with homeowner. ../ 3 312205 14 a m k - a 15. Center plumbing fixtures in space provided unless noted otherwise. Provide not Z, 3 ai �° BedrOOm 2 m Bedroom I 4 less than the following clearances from finish wall to fixture on either side: 21 31 O 204 310203 N a��i 16. Lavatory: 15". Toiiet: 18". 1. A92 7 .t 2'.7" C C i 24"x 80"sliding door QJ ML ` o m z _ 3 ....-- ... - C :, _.._.._._ U O wood flooriirg(shown)or any other hard I v + O Bath 3 o Q surface flooring - in 312 207 '4 1 s N 2'-4" j A2.2 x 0 L ya N :.; ° :..:. :32"x52"casement 32'x52"casemen s 24'x18' awning window w/32"x1 w132"X1 I I tempered fixed be.11 low tempered fixed below 32'x52"casements _ n p w/32'x18" B + 1 Flo or Plan A9. tempered fixed below o = 1/4" O Second Leve - �' � � 4 - cz MM O F� 4'-2" L concrete pads U o -I Ir U O I m at _ 5'-g° J 2 5'9" 5'9"` 5'9" 6' 7 0 2 1 1'U" " 5'S" rn - - -- - ----- - 211__________ a.. Q°'� - - �,� •_ ' � aci O i I i o ' 20 32"x52"fixed � it cC "7 . °' - o \ A9.1 w/32"x18" I ""' O I x8 BASE DETAIL AU 0 2:36"x52"fixed 4 ' CO °J -LJ tempered L� +' A2.2 n w/36"x18"tempered k v fixed below aluminum awning E a _ QI v fixed below -r'o, - :., R.-----.. �. .:,: :: ::: :. ----'a -. - -.__ .----- - C En 'existing tloor joists or ratters _ G r� F ar ins:late existing exterior m = � 3 E _ \ :; 4., L L A. 1 h 1 +1 3' 1 1 "+/ °� o o dxrstin denusing wall _ -73 �, a walls with rrrin. R-13;batt w •, u ar Q o d, - y p aro. ! _ xvp � o �a - m N EQUAL EQUAL O - u ?C Q N - - - - - -- - Lrl M E b +� N � _ 4- iV ; x,_21 3'2" 3 N a ` C •m 'iN i '..:•.:: � +� C n in b align this window AC4 �� -- concrete pads lantin area ` a '' ' io x between beams above first, t. N t v= 3 3'-3 4' 3'3 4' n �4••.•. r'. (:) to , M and mirror door or window io O '' o. o -o propane cut-off ©n either side equally 0 - �, w N a-0 ``„otch new 5/K"sheetrock .N _ slo ed 1" for grill N ;, yr M v P around existing T h co t6 o11 I 1- Llving m a `k N �' .K 17 tloor jots.,,and butt " ' v 4-+ M m 312 1O1 [C � M A9.1 O sheetrock to underside ,, k ry of all decking above -- Living , 15'O" oI '_ - m 31 O 101 do n 5" . .. c sFlo c - o rn N t�',,I _ :-Tirecaulk all joints between sheetrock s'O" t o'-0" 7'-0" k E Q "{ ,I `? vi 6 3'2 4 36'x80' O P g � : co �o: HM�IC duels,and between sheetrock&framin o e `0 . ' t, M ) single lite d o _ •• or deck members ?r I ;;r-- � ar = Q.; 3"powd�r cod ed: �L 11 g v ` V) 5'5" 5'-5" 5._5.. _F _� `° steel_ olum ..._ _..._�.. I. _...._ c - :... -... I new half-wall 24'x "fixed - -. ... -...- --... :: :: - w - .. _ ::. : .: : .. ; c 3 new LVL beam in-line > ° + sloped 1" w/floor joists above I v packed stud �, � _T - o M ° column � E Q) c ro v m 18 n - i he �, K tc '-3 ao E Z 9' 10" 5'6 z - 2'-0" + 12 103 >>c .: --- 3 �n 2 concrete ads N A2. P 1t. F fq Q O Cn .- O y..: I_ v _ 11 •.:: i 3 0 41-1 row .'� ro c .�.. �_ O to N .y: 11 I �.: A �0MC) L \ .f.. COa0 w �. .�... w Ll o N k i•. x..e Dining c CL - + N a. Fm insulate int for _ 312 102 v 'L '. 3 7 O 104 c - C�] n is .;:.:::,.,....:,;.:....::.:::.:...:..t. w 11 as sh' ... _ > "i a s O o .� ......... .........:...::.::::. ro :. , .. � ,�....._.._ concrete ads :•: ❑ P ...._.. ;,:..�t...::.._.. x E � . . . . e<•:t.,.: :<:::. 'a ' 3'4" 3'8.. . .... _ -- ... -..- ._. .. .... r.. - �o N - - ' ,...'. N O O N _._ _._. . �... ve - r ' ro chase abo •.. , • .. ... . :::::. exposed duct above �._ 3 P \.:::::: a = antry - � ... ..,:.:.A....::... - P --- : .111 ::. ::.,:.:: :::....: ....: down 5 0 m o ❑ 11 :.;...:A�.;:......:t:>..:.... 3 ��' O � � � m I � 24 o QI " i M a, u v Propane ° >�� _ z's„ range%vers I A2.2 AZ 2 DEMISING ALL DETAIL iv - insulate wall as shown L ____ u - N 3 42 :; s '_ r t*1 5'3" L 'n "' "s: 2t 32"x 84 32"x 80" c v € b" M m X . . 2 down 5" I - c z a '111. Curve stucco ontop of wall c OFFICE CPr ,, 2:i8"x 80" ❑o `�° island Kitchen ° rn% u v ( stucco on CMU wall--- --- . ' • . " • Dining ,� butcher 310 103 �e c c o c cr i 11 M 3 t 0 102 iV •Q o� block by u o Bond bearn over S"CMU wall . O � J O OWner a° O C r+F • DRAWN: MLS Bath ---- - Master Bed stackable I n x u ' 312 104 washer& 312 105 51, c 3 r � CONSTRUCTION SET 1.1 dryer O I i _ �o M _r�� t; "r�-. x6 2''s" 2' ,� 9' t O" 2' 1 1 a T t O 2' O • k °p 12'-7" 4'-12 refrig� erator, '° 18 _ -- I :i prop ne _ I 1, Project #: ~ AN C. I A2.2 T �� -- � cut- ff � footing below , • ' • O 16008 sloped 1" iii insulate existing exterior 32"x 3 I a4vx1 g iv '` HC/�1C -❑ for g ill I _ ter, - chase above s planter -. walls with min. R-13 batt 12"radr endow .:;,: :: .:. .... t0 Date: I 11 :r-7-7,777777 .... ;. 111. - El , - t nkless H 72'x80"sliding door unit 0 outdoor 3/13/ outdoor 24"x52"fixed y ankless WH shower shower w/z4'xls" 20'-52 1 1'o" 1. Revised: on column tempered fixed below �_V_(�" . A9.1 / . . �11 / II 11 + ��, / N O t / / a05 3 oc Fo, ,v U / / . 3 -, Sheet oa / / lI ,- ---------------- new fence ------- --------- i! I . . I[ 1, �I .... ❑'' 'I... A2 . 2 ---.L / ' / first Level Floor Plan A2 ' CONCRETE WALL DETAIL 11- " A2. 0 2' 4' 6' 8' 10' 12' 14' 16' * ` Wall Material Key h r— existing wall st existing wall to be removed PLAN NOTES C I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction.Builder shall verify all dimensions&conditions at jobsite. 2. See AO.1 for specifications&Notes. af<.. Copyright c;2- fitarr Sanfo, Design Associ ��s, Inc. All righ reserved. The design conccp: drawings, written material, a_ specifications of this doc,iment a the property,rf Starr Sant Mrd Des` Associates, Inc. No part of th documents shzJl by,; pit-6, ! ;,.1: to others, or repproduced in par whole in any }orm without t. written consent of Starr Sanfc Design Associates,Inc.Do not sca drawings.Use given dimensions on If not shown, verify the corre, dimensions with Starr Ssfor Design Associates, Inc. Contract, shall check and verife•all dimensio_ _ and conditions of the.job site. T_ 11 _ �� I II II II FF �II� III SII IIS Ii 11 IIIA Ilii SII \�� II II II III �IIL _Z�_ =� �� —J�—_JIB-—� II II II II II — replace existing windows replace existing windows 111 III II \ reniglve I�ireplce I ch7r�ney _-- I I I �I I If I —11-1� �{��1� I - -- 2ND FLOOR Top BP-LA+E --- �I -- - - T i re oval exls�ing ding,, \ II 1 l ---�—� F ——� ��—=�� =�� I III I I I I I I I I I I l open walll I 11 ! I 1 III fo1 new win III I III III III !I 1 ; II II T"I I I �� I II 11 II � II III I I I I 1 I remove existing siding 1 L—=J I i I l open walll open wall) I r l oil exiting R idin�l 1 L__J I remove existing siding I I L_= I I I L_=J I I open wall 1 I - o new win w fo new win w l �I II II II II - I open wad (T- r new windo r new windo I I � � � �'' 111 111 III 1 1 I III III III 11 1 II 11 I I I ! I II II II—II- II —q TOP PLA+E� L--� I I --�I ! I �-_--- R L--1 L—_ _J �� —NI Il o �elIwin1 �I— ��- �.{ �� -- -- —- - ——— 9' 1"+/ 2ND FLOG I 11� pen 1111 ' I II '11 op h wa - - -- -- -III for hew pvrnd �v I II k ne�y wrrYb - --- -- - - - -- --- — li _fin I � -- — --- ---- - -- - TOP PLATE JI L IF =Tr iF- ', 11 II III .II � III � I _ r;r ove wind--] ! open waill L� 1 1 I�11 L orw winbw ve windo1I mo I wallf � winfillwa wfor new windo !I --- - II lIl I — II I d IIIII I �II�III I r op e IlI I wwiaIl I L f�rwlwianl n wall OPI ol 1r� a+Us,open� remove existing siding A for new doors �7 171 I 1 111 11 111 11 11 11 11 remove existing planter remove existingsiding remove existing planter ILILA 11111 111 Il III 111 1 11 1 0O L I I LA L-A 1 7 ST FLOOR � V - - - -------- -- - — a� O 4-- � c 114" V) • Existing / Demo North Front Elevation �B . Existing / Demo East Side Elevation ;'o' A3.1 ' -° A3.1 g � O cn I F+T I I II II II 11 � I II II II I � � II II II I I III II II II II II 11 � I II l� II I � // I I II II II I I III 11 II rem �repl�e&I�hrney I�mole exifsdnJI sidl�Ig 11 remloe �repI ce&�ch� ney II II II I l I I Il 11 II I l —— 2ND FLOOR T�OP_�PLATE. 7 -- - - -- -- - 8' - - ovewind rl I&infill II II II III II I = 1 � I til 11 � II III I I 11 Il 1 I I II �� remove existing siding I� = II II II I I it II II 11 III II I l op$ wall 11 DRAWN:1 DRAWN: MLS o n 111 1 II II I I I I I for n�I6 doors 1 I I l - _�- ---I -- III - III CONSTRUCTION SET i 1 fo � d0� it I I II II II I I � � 11 I I — —— — — —I— — II II II �L1JJ II I I _TTI�-7T>�T��T7�TTT I _ �_�I I I —— SII II II II III 1 II II 1141. II !1 Ii I!I II II I! 1!1 !! Ill II II II WWW h I Project #: -- -- — ---- I I� I— „I 11 III l i I I i t I I III 1 1 1 1 1 1 ofptte ve�x tir li n"Ji 11 11 I I 1 11 X11.111 I II P —�— ---�-- ope wall I open wall I open walllI onen11 open wall �--- 1 �IL� �� _�L �� JL lL_IIJI JL�I-11-11 JL��II-II JL�I- - 608 IIopen wall remove existing siding of new windovJ or new win or new windorJ II II II I 1 or n w or new windo {� It H- I-i++�+ H 1�IF F �+ tt TOP PLATE new win - -- I -- --- �I - -� I U u tJ IJ IJ LI U ll LI IJ IJ U IJ J tl J lJ ll ll Il lJ lJ u - --- 8'-1"+/ --� � �- — Date: 3/13/17 I Revised: o n w�ad III h� II 1 1 III II II 11 IIII 111 I I I I I I 1 11 I �___J I II I I I I II I( L-� �11 111 II I open wall I III I I I III IIII 111 I 1 I I III I III I completely move exis g porch _ IIII I _ II I o I n II 11 I J 1 I II 111 11 II II 11 1 OFFICE COPY *new window IL ---Amove 4�un- __J I I 1 1 A L I l 11 1 IIII ll I I I� &inIi�wall I r new door 1 I I Ior new windo Ic I I - II II II I II 1 11 I 1 1 I 111 1 torn ww11 1 T_T � I�FIF _� I I I I�� remove existing siding I 1-14 � II ��1 II III it !! 11 Ill II I I III 11 11 III 1111 Ill 1 I I III 1111 111111 1 11 11 11 1 1 11 11 II II II II II II 11 11 II II II 11 11 II 11 11 remove existing II II II I L i - I 1 I __J I I I LILA Ill 1 111 I 1 11 11 11 II II II II II 11 11 II it II 11 11 II 11 11 pester i II II ! I II ! I _ __lI_II_lk_ ---- 1ST FLOOR Sheet A3 ,91 . 1 Existing / Demo South Rear Elevation 1,4° Existing / Demo est Side Elevation 11-011 A3.1 g - A3.1 g ere:Details of the V indow are not shown here.I he int--tit PLAN NOTES 0 f this drawi ng is oril) to �llustrate exterior trim ork. IConsult Architect if t]ere at.- Do not scale Drawings. Use only dimensions shown on drawings. If dimensions kny questions conce ing tlipse are in question, the electrician sball be responsible for o! tai-ning c' r'fica(ion, 3 e irriensions wall as detailed elsewl ere(sl schedules,details& conditions at iobsitc. specifications) 2. See AO.I for sperifications Notes HII 1111,11' I'll I - - - - - - - - - - - - - - - - - - - - - - - - - Copyright T, arr Sarof I Design Assoc* tes. t ic. All ri� i reserved. T1 desij n concei t tawings, willaten claterial, It s ecifications df this document it prqpert�,of�tarr S*� or e s of qciates, rt t I halkibe copi iscl d urnem s 4 to others, (or reproduce in ar g whole in any Torm without written consent of Starr San Design Associattes,Inc.Do not s .............. rawin2s.Use eiven dimensions( .. ......... repair existing fascia as If not shown, verify the cori prime&paint— — dimension s with Starr Sanf required, Design Associates, Inc. Contracu and conditions of t job sitc. 1�2 WINDOW HEAD & JAMB I I i ?�x:_ -011 JA3.21 new windows new windows existing shingle roof to remain repair existing fascia as require prime&paint Not Details of the window replace fascia are I or shown here. The intent 2ND FLOOR Top PL Eo� of tl is drawing is olil) to ibt�us ate exterior trim ork. Comult Architect if t ere at 61-9 1/4"HEAD HEIGt!� any luestions conce ing th--se ......................... conditions. new 2x6 comer board 1x12 seemless board& batten wall as detailed elscw ere(see ........ WERM .............. sc iedules,details& 1x12 seemless board&batten .......... .......... breaks in board& atten EM sr ecifications) are not allowed --replace raking fascia M .. ......... new handrail&deck-- .. ........ K .......... R. tD ... .. .... .... -------------- ------------- MEN Top PLATE -------------- I------------- - ------------- 1x ho or�al r Yulli( ns -------------- ------------- NX t10 - - - - - - - - - - - - - - - - - -------------- -------------- new aluminum awnin TOP PLATE 9 �To 0) by others 8--1 +K, $� apply smooth coat stucco on coquina, prime&paint rib ca!�ing to match new exterior walls—, 2x4 sl I casing J- 61-9 1/411 HEAD HEIGHTJ, _0 \-F 0 win(tc w(se( details elsewhere) ..... --- 4 .... ............ ........... sill fla!hing .................. .... .......... .......... . 0) 0 ... ...... ........... 7-777771 rM�_. -7 M ............ WINDOW SILL & JAMB 11 - -011 4--� 0 I ST FLOOR NoCe.-Diftails of the%�inddw a 116r' 'Tie i r� 1�c�wq Ii re'.. I' . ) 9 (t 0 0(tlii-s dranwilig is"0111y to illustfate�xtorioftrim-A�otk''. COD Cpustolt-AKc te rq " any qae*�tlotis-�b�eL-m Ti. 0� 0*r I A 1 ;'41 oionditigni.- U) B I North FrontElevation w�lr a-detafl&d els�ewliere(se& East Side Elevation V-0" 1;i�3.21 -01, . :s le�,-d' 11K3.21 ch�cfu qtais�, -.1pe-cificat Qns) 4-J - - - - - - - - - - - - - - - - - - - - - - - - - M repair existing fascia as required, prime paint existing shingle roof to remain 7 a: &paint fascia 1/2 1x12 seemless board&batten repair&paint fascia rep r WINDOW HEAD & JAMB 11 align this window -011 between beamsabovefirst______ 2ND FLOOR TOP PLATEgk and mirror door or window 8'-1 +/-�-F on either side equally "HEAD HEIGH new 2x6 comer board rZ seem Q) QJ: Q, Q) Z horizontal PT 2x4s are not allowed EQUAL EQUAL i DRAWN: MLS w less 1x12 board&batten 1x1 2 seemless board&batten .2 Cexisting shingle roof to remain new handrail&deck replace raking fascnr Not D6tails bf th here. he int- CONSTRUCTION SET are 110,t sh(*n ME T of tf is-drdwing"i' -------------- ------------- -------- ---- --- -------- -------------- ------------ replace fasciz sonjyjo illusi rate iixteridr tiiniw6rk.'- -------------- -------------- - -------- ------- --- ComultArdbtect-iethere are -------------- -------------- -- ---- --- -------- . ...... ------- ---- ------------- ------------- ---- --- --- - ---- --- -------- any j66tiqus.e0ii, L -------------- -------------- qeTni�ngsjese. new alUtdinum awning Project #: ------------ - — ------------ ------------- ------ - -------- --- ------- con(itions. ------------- -------------- by others --- -------- 4 K� (14 Ir sc h�aa;16s; al 16008 &*1W wall as detailed elst!where(see. 8--1 +/--'-F N V-9 1/4"HEAD HEIGHT AJ--, sr o.fication Date: 01 hi rizo ital )T 2 's r14 r"I Revised: nev alu 7in OFFICE COPY bfotters- - - - - - - - - - - - - - - - - - - - --�y —no w ci ncrg te tio ............ .. . ........... . .................... new concrete patio new concrete 72X4-tamb casing patio--------_ -2147411 o3asjn�' �Vinid(')�v (9�e-&iaifs I I I ST FLO R . ' . - . . . * , 11 11 Ild ___OR sii1 flashin - - - . - - - - . - - - - . - - . . - '. -,*. '. - - - . . - - . . . . —— - 1� 1� � _L i 1� 11 11 i I H 11 Sheet .9 1ht a ed d r A3 , 2 1/411 1/41 1191 WINDOW SILL & JAMB 1 1 1/2 1 D I West Side Elevation 11-011 South Rear Elevation 11-011 1�3.21 -011 Note:stack rafters over wall studs so that I loads are closely transferred as shown" install hurricane clip to tie every rafter to + double top plate and another clip to tie top plate to every stud;engineer to determine clip specific atiot, to meet or I cte crd all wind load rcgtiireme its,and f menu of local authorities,but in no case sh ll sip be less than Simpson x8 I Copyright (2017 Starr Sanfol Desipr- Associates, Inc. All righ i d=in z"he`" do mate�italear new 2x8 raking fascia over vertical 1x12 board&batten--- — specthcattnas of tlas document a We property'of Starr Sanfota Desil A-sociates, Inc. No part of the ex;,,;lg roofing to remain- ncnrs shall be copied,dtsc?osr �— —— ————————— — i t:, others. or reproduced rmwithout to part• whole in any horm without tl new 2x8 eave fascia over vertical 1x12 written consent of Starr Sanfol III board&batten- Design Associates,Inc.Do not sea drawings.Use given dimensions on Idimensionsnw thtStarre anfoi the corre, existing roofing to remain ` Design Associates, Inc. Contract. shall check and verify all 2A9.� mensio and c nditio s of th job site. �2 RAFTER-WALL STRAPPING " 1-0 11 A9.1 1'-O new sheetrolc ceiling over 5" new sheetrock ceiling over 5" open cell 4«20 spray foam insulation--- open cell R-20 spray foam insulation new 2x8 raking fascia over vertical 1x12 board&batten— existing atten existing roofing to remai \ new 1x12 board&batten over existing new 1x12 board&batten over existing sheathing on existing stud walls,provide sheathing on existing stud walls,provide new house wrapping as required new house wrapping as required new sheetrock ceiling over open cell R-20 spral foam 'nsulation- 5 2. 2 handrail cut from PT 2x6 on 4x4 wood posts A9.1 New sheetrock interior finish with min. R-13 stainless steel cables— z New sheetrock interior finish with min" R-13 fiberglassbatt insulation on existing stud walls - cv fiberglass batt insulation on existing stud c r existing roofing to rem i - _ ___- walls-_— -------------------------- ------ ------------- - _--- --____--- existing raking beam O CZ It ------------------------------- -------- new 2x8 eave fascia- --- \\ ----------- ---------- ® ^ it GQ d rn---_----- ____-- ______________________________ o 0 --Z------_--- - -- ------ O horizontal 2x4 w/1/2" pacing --- - --- -------------------------------- existing floor on floor oists, '/ existing floor decking on existing floor joists, �o �------ © g g g J � O existing raking beam "" as ed&insulate with head flashing-- - repair as required&insulate with minimum repair required +, \ ___�_______- PT 2x10 @edges------� 'a � minimum sheetrock return at windows R-30 fiber lass batt insulation --- ----~----------� ��; p R-30 fiberglass batt insulation-----%,-J1-><, j 9 w PT 2x6 flooring,allow 1/2"gap "`- _�----- �� Q� window as detailed elsewhere- rn between decking et r� ___�_ ------------ ----------- ---- - _ C aluminum awning by others w/inline beam- - L O existing floor framing existing floor framing' y 4- =1a sill flashing-- PT 2x8 er PT 2x8's sloped to beam(see engineering for beamsize `— - -co new sheetrock ceiling new sheetrock ceiling- HVAC V) L beam fascia cut from 1x10 w/1x8 soffit Chase 2:2x8 wood header w/1/2"plywood OD wall t7ashing,run up behind sheathing,and (allow for 1/4"drip) between members out to drip as shown___-__ head flashing-- v a-+ O U) aluminum pole by others-- new 1x12 board&ban en over existing new 1x12 board&batten over existing new 1x12 board&batten over existing sheathing on existing stud walls,provide sheathing on existing stud walls,provide sheathing on existing stud walls,provide 3 new house wrapping s required- new house wrapping as required- new house wrapping as required window as detailed elsewhere --- PT 6x6 wrapped with fascia from chamfered 1x8's New sheetrock interior finish with min. R-13 fiberglass batt insulation on existing stud walls- tis lV =1a _ p CD New sheetrock interior finish with min. R-13 New sheetrock interior finish with min. R-13 n fiberglass batt insulai ion on existing stud n fiberglass batt insulation on existing stud ►` walls—- walls_--- I I I I , 1 1 I I 1 I I I I base flashing,run up behind sheathing&out to drip as shown,provide termite protection combination flashing/termite shield base flashing,run up ehind sheathing&out base flashing,run up behind sheathing&out 3 7'-0" 2" base flashing,run ud behind sheathing&out should originate from underneath bottom Z plate of wall to provide termite barrier— 0 to drip as shown,pro "de termite protectio to drip as shown,provide termite protection-- to drip as shown,p#ide termite protectio existing slab&footin existing slab&footin o existing slab&f�,)oti Ix sill&base trirrr =ra D existing slab&footing m m see engineering for all connections----------, W DRAWN: MLS —` n m stucco finish on all exposed foundations a --- stucco finish on all exposed foundations a p -new concrete pad a -J 1 , ew concrete pad -r # awnin footing see engineerin ^ 1 k awnin footi see en ineering) rn t ; E 9 9( gI 1 ---- _ -- -`- - - -- - - - - - - - -- - - - -- - Tr-a x t CONSTRUCTION SET 1 k r r Y 1 t Project #. k I I x } 1 I 1 r + I I I _ I L _44 x 16008 f fi I I x I k 1 1 x r 1 F _ I __1 x '1 Date: k t i k x t' k I r # x : , + k 1 1 1 F x z 1 �r T 1 1 1 1 1 kT -r t 3 317 J. t r < 1 # 1 1 # r k T s 1_ 1 I + x 1 1 1 I t 1_ I1t : Rev sed. r I_ F t 1' I...f k f- r .. i! + „ r I I I t t r n -- r 7, r 1 1 I r r 1, EI 1 r 1 1 t : 1 1 1 I 1 1 L .. OFFICE COP Sheet J.: :. A9 . 1 »` Rake Section thru Front Stoop '4" A91 Eave Section thru One Story Section �!o„ A91 Rake Section thru Rear Porch 3�0„ A9 1 Eave Section thru Two Story Section 3'0" A9.1 P ' o Note:Allcoverplatesshall beJumbosize. Eo UAL , y - Electrical Plan Key GFCI receptacle located on sidewall Elect ` .. .. adjacent to vanity&centered on vanity as shown -- `w Note:iAll coverplates shall beumbo si e.See3" backsplash(verify w/cabi.ret details f �\\\ detail for size of casing for each room It shall the4 sectionscontractor's res onsibillty to _ \ 15a 125V 3 wire single pole w/ground duplex wall outlet equal { to Hubbell#5'252. I be le coordinate casing sizes with other trades. -- w - - - _ _...__ _ ..._._. ---:.-.._ },-:.•.. -:-<:_< ..>':, ----.-- __::-:; �.- - - let equal to Leviton thermostat(where applicable)—_ ex GFCI wall out q p swlc�li(see plaiis for typ.) ------.. # #8or 99 . a: m TO LIGHTING & 15a i-6 duplex door casing ---_ < b • �� SWITCH BELOW ' T SWITCH BELOW 2oa 125v 3 wire single pole w/ round duplex wall outlet equal ' to Hubbell#5362 served y dedicated 2oa circuit. • - 4 • o , 3 < p t-wired 5 1 duplex wall outlet. ;< 1 � Split-wired l a 2-v co COpytig�ht t)2 '`s Inc.arrA�anf h ssociate 1 rig 1 a 1z v wire single ole w/ round duplex floor outlet in reserved.ed. The design concept P g brass floor box. drarings, written material, : c� = ro BELo flush b as I? SWI H w s of this document a 5 5 3 property l sppecification TO SWITCH 1 LOW '€ theInc.Starr Sanford Desi / AssgFiates InNo part of the r2 -2� 'J single ole�: !r�' ual to i:.:bbcll#lz�' docu ILr >e coprr=l dis<losf - �i� 15a S b P d to others ur r.iroduced in part i t1 • ; _.., .. -.. �t whole in any form without _ .. - . 1... m o written consent St rr an of on s IT EL :F 15a 12 2 3-way switch equal to Hubbell#1203. g S i -- - T LI HT NG - Desi n AssociTSCates,Inc.ven ens not sea 5 5- T7�'3 Y q Ifanotwiagshown,iveriy the cosrre J3 dimensions with Starr Sanfoi F I Design Associates,:Inc. Contract, h k and c dim nsio _•. ,, ,. .,. .",:':- W and conditions of the job site.e -- -- 44" '`> a rya 125-277 4-way switch equal to Hubbell#1203. - shall � 4 g n� 0 € o ow J VANITY ELECTRICAL LOCATION' 3/0 _ > a 2 G1 i .. ... 15a 125-Z7w dimmer switch. xwE IF 0 SWITCH & THERMOSTAT LOCATIONS 1._0.. P E2.1 O Recessed or surface compact fluorescent bulb light or LED. ca h 4" square Recessed LED. € ❑ i O ® Adjustable eyeball recessed compact fluorescent bulb light. I i O O 0 ® Wall-washer recessed compact fluorescent bulb light. _ , f I Large pendant ceiling fixture. WP: t0 Smallpendant ceiling fixture. , F: 1/4" Wall fixture. rNrN Second Level Electrical Plan E2.1 �4 d Exposed strip fluorescent ceiling light. � o ❑ ._ _... g Ceilin fan.See schedule for indication of whether fan E includes lights. 0 Q U WP - .. - G.� a� 0 a 2 \ New doorbell button.New items are generally shown bold as 4- El - New here. all f closest labs concealed - ----- u (Install transformer m c ores available conte O / t Doorbell chimes.(In TO LIGHTING A 0VE VERIFY LOC TION WlOWNER, accessiblespace.) ,, t7 '� L f WP W T Wired Combination Carbon Dioxide&Smoke detector(i2oV I f �O LIGHTING try backup).Provide to every bedroom,&interior cooking WITCH ABOVETO LIGHTING ABOVE W What C' b •ku ). e area. z Q 3/4"conduit&pull Empty wall box for computer or telephone w/ { string to above ceiling or to other accessible space. TO LIGHTING ABOVE WP . T k Telephone wall jack. Q::: n El s 44 qwp PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions a U W I: > are in aestion the electrician shall be responsible for obtaining clarification a before continuing with construction. Builder shall verify all dimensions & \� W _ ` _ LL F to W r� t7 TO PB�HOT ECC COnd1t10r1S at JObSlte. U a o J f J~ 2. See AO.1 for specifications& Notes o 3rt Da a� r _ O LL _ - , 0 . 4 4 ; O HARDWIRED CARBON ' ,A,4 -._-.. .............. MONOXIDE& 36 q ... - ; PROVIDE SERVICE SMOKE DETECTOR .4- p FOR ALL EQUIPMENT . W/BATTERY BACKUP r Bloms. -- ❑ <°< ,,';;,;,, ,, •Note:Al cover plates shall be lumbo size..See 44' a Finish Schedules for size of base for each room. ` It shall he electrical contractor's f- _.. et ca -_... _ 'sat coordinate base ar saxes - 1 _ responsibility y to o ' with other trades. i ( c ) rete facie turned vertically al ;4 p 1 on at face €€, k baseboard up to 6 /2"tall o the fl { ,.M asC o DRAWN _ J , PROVIDE . of b bard DRAWN: MLS EXHAUST - SERVICE O <j O FOR ALL AN W/LIGHT.::. a HARDWIRED CARBON CONSTRUCTION SET EQUIPMENT F, MONOXIDE& D I SMOKE DETECTOR: Project # W/BATTERY BACKl3B „ • ... .... 16008 ....... 36" .... _. Date: a A4"... W IP _ - 7 P < ,: _.. u rete facie turned horizontally(go'to WP ., ;� P ........... shown) tai n e at face Revised: --- vertical s sho I v ti a ' baseboard over 6 1 o the fl Iof baseboard I N Sheet OFFICE COPY E2 * 1 F 24 ELECTRICAL OUTLET LOCATIONS 1 0 E2.i First Level Electrical Plan 1/4 A , E2.i 0 2' 4' 6' 8' 10' 12' 14' 16' D C7 d ALL-THREAD NOTES Q GENERAL NOTES 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BALDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING 00 0 WALLS, UNLESS NOTED OTHERWISE ON PLANS. EDITION,ACI, NDS,APA AND ASCE7-10. I w BE 1N ACCORDANCE Wi"i i I ui i rt=L Ic.ABLE 2. ALL-THRLAD USED IN S`HLArt$r ALL AND HIG`-, ':PL IFT TRUSS HOLD-DOW i rrPPLiCATI:s aS Mu>� BE �_ t 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALLCOUNTED AS PART OF THE DESIGNATED O.C. SPACING. o � CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.. o n z Q 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITH:N 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTIO OF -T-10" T-5" 4'-2" z BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: ( CII z COMMENCING CONSTRUCTION. LJ � g 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) _- z' o THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) 1 � C. PLACE CORNER RODS ' C) o OTHERWISE ON THE PLANS. D. PLACE ALL OTHER RODS. S1.01 I I �I� 7-0" U I I SU SURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE I I0 CO 5. "HREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET tP OXY _ - OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ,�.?_�- � SYSTEM, OR APPROVED EQUIVALENT.ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND IGH SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT - ESE- PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. _ CA I n DESIGN IS SPECIFIED WITHIN THESE- III f ASSUMING 2000PSF SOIL CAPACIT'i. 5. WHERE NECESSARY, ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, I a AND ALL /;Ri;HITECTURAL, 6. MINIMUM E 'w�DMENT u.-ALL-THREAD SHALL BE: �- EXISTING FOOTING. I o HE COPE OF WORK SPED -ICALLY EXCLUDES ANY W M V1lAl ERPROOI=INC, MECHANICAL, PLJMBING OR ELECTRICAL WORK. I FOOTING I _ z 6"-TYPICAL WALLS, MONOLITH CFn 5 REINFORCEMENT, DRILLED AND „� 0 _ I o 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS, STEMWALL FOOTING - A I z EPDXIED USING SIMPSON SET ADHESIVE. o EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS I w NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN ONSTRUCTlON 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHG N IN 3 I DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. _7,_0.._ 4'-0" 1 S1.01 3"O PIPE COLUMN WITH TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2" SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 10"SQ BASE PLATE. _ :c� CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE r 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, T IS I I RESPONSIBILITY OF THE CONTRACTOR. ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ZOW I OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE 1/2'° CONCRETE NOTES -T- 1 I L--J I I ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. T-J 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST I REINFORCED CONCRETE", AND ACI 301, LATEST HERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS I 11'-5" (f� Q EDITION, "BUILDING CODE REQUIREMENTS FOR R 10. IN LOCATIONS W EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM I OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 I 3-7' '� 7'-5' W Q CV WEIGHT CONCRETE, 145 PCF +/-) ALL CEMENT SHALL FOR STRAPPING ALTERNATIVES. - I Z W -� ca 2. ALL CONCRETE SHALL BE NORMAL ( AND 5/S5 � CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR I ti EXISTING FOOTING Y " BS AND SHALL CONFORM TO ASTM C33. I A -- ~ Lll FOUNDATIONS,AND /4 FOR ALL SLA V _ EPDXY NOTES I J � U L.. ...._;..... ..I. ... J W 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER I _ EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY ORE OXY I 2 __ a~p m PROVED BY THE ENGINE R. L J W " 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE AP I S1.01 Z = p U 4. 4 3000PSI CONCRETE SLAB WITH TERMITE TREATED SOIL. EMITTED TO THE TYP m M Z VAPOR BARRIER AND TE 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SU FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: °0 ( r Q 5. THE FILL BEL )W THE R ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% _ APPROVED EQUAL. __ a 04 COHESIVE SOILS OSTIR r�rr�1 MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE HILTI HY150, HILTI HSE2421, SIMPSON STRONG TIE SET OR APPR T V FOOTING. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICA IONS I L J 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTAL IN I CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 CONCRETE REINFORCEMENT" I PSI AND TENSILE STRENGTH OF 2,300 PSI. I °D I C) 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 4 ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE I AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. T WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 8. VERTICAL AND HORIZONTAL REINFORCEMENT I _ WHICHEVER IS GREATER. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIG TO B EXISTING FOOTING. 04o OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SU HAS 1--I� p` INSTALLATIONCD 00 n 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". LAITANCE, DUST, DIRT,AND OIL. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR B THE _-_--- -- ___. _.. ___-__.. _ ____._ _-__. _. _ 3w ink a� aio 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; U a Q 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE FOR CONCRETE EXPOSED TO EARTH AND WEATHER YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 10.2. 2" 10.3. 1 1FO FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY PROJECT. A -NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO REINFORCEMENT. DO THE WORK. FOUNDATION PLAN 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE SHEATHING NOTES DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF FOR WALL SHEATHING: �q 8"x8"THICKENED EDGE WITH C,J 12. STEMWALL 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. (1)#4 CONTINUOUS W 12" INTO STEMWALLS, THE TOP TWO COURSES OF 2• 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK AILS FOOTING AND SLAB POURED WITH 3000psi 24"x24"x12" DEEP FOOTING 13. WHERE THREADED RODS ARE EMBEDDED AT 6"O.C. ON EDGE, 8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. CONCRETE WITH FIBERMESH. WITH (3)#5 BARS EACH WAY O STEMWALL MUST BE FILLED. 14. FOR ROOF SHEATHING: _ FINISHED z ." v C 12"x12"x12" DEEP FOOTING 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN GRADE �` WITH (2)#5 BAN'S EACH WAY FRAMING NOTES 7/16"THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12"O.C. IN FIELD. o co J 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH - 0 CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD z CONDITIONS, BLOCK PANELS AT 12"O.C. 6 MIL VAPOR BARRIER OR EQUIVALENT Z CONSTRUCTION. - WATERPROOFING BETWEEN COMPACTED 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. FOR FLOOR DECKING: `r SUBBASE AND FOOTING/SLAB W 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NO LESS Z O ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE THAN 3/4"THICK FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. X 6 ONE STORY: X= 12"WITH (2)#4 t , A -- ALLOWED WITH A MINIMUM SPAN RATING OF 2 " AND :..." - ( ) 3 TWO-STORY: X- 16"WITH 3 #4 W LL ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER 2• USE OF 3/4' RATED SS.RD I FLOOR IS THREE-STORY:X=20"WITH (3)#5 rry OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. V 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE ABLE NT AND CLADDING D I N O N O L I T H I C FOOTING SECTIO N TREATED. cn to LOAD T COMPONENP3/ C-4 LO T �N 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ROOF: DESIGN P RESS U RES LIVE LOAD: 20.0 PSF d� *it 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 7.0 PSF EFFECTIVE INTERIOR ZONES, 75 nca v AREA, SF END ZONES, PSF PSF PIPE COLUMN. SEE PLAN FOR SIZE. m as o_o 7. DIMENSION LUMBER CEILING: 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 10.0 PSF 0-20 24.4 -32.0 24.4 -26.6 3/16" U `L'� 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. LIVE LOAD-STORAGE: 30.0 PSF JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH DEAD LOAD: 5.0 PSF 20-50 22.9 -28.8 22.9 -25.3 U 7.3. ALL BEAMS AND 10"x10"x3/4"THICK BASE PLATE. SEE � N SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF DETAIL. U M RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND FLOOR: 50-100 21.6 -27.2 21.6 24.0 _ u- LENGTH PER THE DETAILS. LIVE LOAD: 40.0 PSF 12"#5 BAR AT 18"O.C. 12"#5 BAR AT 18"O.C. 11_" 1 " DEAD LOAD: 10.0 PSF 4 71„ co m m 100-200 20.8 -24.4 20.8 -22.9 _ _ 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED DECK LIVE LOAD: 50.0 PSF _ „> BELOW: 10"x10"x3/4"THICK Q °D WIND LOADS. `` - _ BASE PLATE. o v 130 MPH - °° _ " " WIND SPEED: - 3 � � • . -.. : n • E �� O ftp O 8d -0.131 x 2-1/2 a, - � o C n O _ ,� ,� EXPOSURE: - - __ : .... ..: 1 Od 0.148 x 3 _ --: s :....... :::.1 ; 1 i ........ 4 3/4" BOLTS.6" INTO FO ING. 12d=0.148"x 3-1/4" IMPORTANCE: 1.0 O BUILDING CATEGORY: II 16d=0.162"x 3-1/2" MI OR BA 3/16 8,� 8 .... ... " �� ENCLOSED BUILDING: ` WAYNF 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN INTERIOR PRESSURE 6 MIL VAPOR BARRIER OR 6 L VAP BARRIER OR �� `l AND/RE THE FOOTING DETAILS SHEET. COEFFICIENT: 0.18 24"x24"x12"WITH(3)#5 EQUIVALENT WATERPROOFING 24"x24"x12"WITH 3)#5 EQUIVALENT WATERPROOFING !CQ' -•''C I Ffrr•-'•�'P BETWEEN COMPACTED SUBBASE ( BETWEEN COMPACTED SUBBASI 10 p� G�C.� '9��•:�2 ROOF PITCH: MATCH EXISTING 13/16"0 BOLT HOLE 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. AND FOOTING/SLAB AND FOOTING/SLAB = • fn (TYP 4). - C7 ; No. 59328 ASE PLATE DET I L STATE OF INTERIOR FOOTING INTERIOR FOOTING � 4 „ - , „ �o�.•••��oR�oP.,:,��,; 3/4"= 1'-0" � 3/4"= 1'-0•• 1-1/2 1-0 ; �`S, • . ... Gr`C9 � �OE�FFQ „R.V!E.S IQEj' REVIEWED FOR CODE COMPLIANCE ' CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL Sheet No. REQUIREMENTS AND CONDMONS REVIEWED�r:-4141 -oATE: S1 , 01 OFFICE COPY 1 OF 3 O C7 a � a � a FRAMING NOTES AND LEGEND m c' 1 TO;"AND r3OTTCM PL,�.TE MATE^11L; Ly,�y3.01Ly,No. 2 SYP, ►JN :. o w 3 S3.01 V-01 STUD MATERIAL: 2x No. 2 SPF, UNO. o Lu o S3.01 ° HEADERS; a -- - - - _ . . ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z ----- ---- --� -� LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X �; g EZ 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO OEZ EZ MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' p o J �j 3 O F J V THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a~. O a o S3.01 OEZ' 3EZ � UL - - J CID HEADER NOTATION IS: � w w r _ w w Z) a 5 aC --- NUMBER OF PLIES IN HEADER LL N _ CEZ) S3.01 x NUMBER OF KING STUDS - z �' D zN 1 O - p � I• - ----- , x6,2. r J $ ---- ---- J - - O m S3.01 �,; m 4 q r - NUMBER OF CRIPPLE STUDSLi 0 (2) 1.75"X11.25"LVL EXISTING BEAM S3.01 �.- SIZE OF DIMENSIONAL LUMBER TO REMAIN EXISTING BEAM Z a T REMAIN N (2)2X10 2X12 FLOOR JOISTS AT > 6 ui 16" O.C. FASTEN TO PORCH/GLULAM BEAM z BEAM WITH LUS210.ALL F 2 HOLES FILLED WITH 10d __ _ _ __ 6 NAILS. 53 b1 -` INTERIOR BEARING WALL V-01 2X12 FLOCR JOISTS (2)2X12 2:1 AT 16"O / _ ......... C (2)2X10 (2) 1.75"X11.25"LVL FASTEN T BEAM O S .01 -STORY THREADED ROD WITH LUS 10. U _. ------ ALL HOLES FILLED O WITH 10d AILS. -------- ---� 2-STORY THREADED ROD ----- ---- ---- - �/1 M Q FASTEN BEAM TO TOP A F N INDICATES GLAZING CLASSIFIED AS END ZONE. �,�,J C PLATE WITH(2)TBE4. COco F ALL OTHER GLAZING LOCATED ON EXTERIOR OF W O ALL HOLES FILLED EZ STRUCTURE WILL BE CLASSIFIED AS INTERIOR W > WITH 10d NAILS. Q ZONE. SEE COMPONENT AND CLADDINGDESIGN F - - - -- PRESSURES,"ON COVER SHEET. U A r FASTEN EX (STING JOISTS Q J Q 03 FASTEN BEAM TO TOP '\ (2) 1.75"X11.25" LVL. TO NEW B-AM WITH LUS210. = W c\ . -PLATE WITH (2)TBE4. `� - ; HOLESALL FILLED WITH 10d FASTEN TO BEAM w m 2 C ALL HOLES FILLED NAILS WITH H.US412 = o C WITH 10d NAILS. a� ��r .< _.. (2)2X6 2:1 M F- tv S3.01 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF - - - .. . I. _ OA STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO O J m 211.75"X11 25"LVL (2)2X10 3 (2)2X122:1__ 2)2X122 1 ; i F STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING S3.01 - WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS rrnn Q I F WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. V - PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH LCE4/AC6.EZ NAILS IN ALL HOLES. EN POST TO FOOTING WITH ABU66. USE 10d .... . .._.. .. ...... -`_-- . .... -. - 6 I I .... -............ I I I I` \\ I I . (2)2X1 2:1 :.t-- - i i .x6 NO.2 SYP LEDGER OC FASTEN TO EACH STUD/TRUSS VERTICAL WITH 3 1/4"X4"WOOD SCREWS (2)2X10 q B A EZ F 4 2 4 2 4 A F • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4"WOOD SCREWS AT 16"O.C. S3.01 S3.01 S3.01 S3.01 S3.01 FASTEN LAST STUD OF PROPOSES WALL TO EXISTING FRAMING O WITH 10d NAILS AT 3"O.C. N C9 m 0 tp FIRST LEVEL WALL PLA 3 w 0 (D a 0 CO SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB 10 r a� w o FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12"O.C. IN v ¢ 0 \-J FIELD. OAPPLY 7/16"OSB TO INTERIOR SIDE OF WALL. FASTEN TO EXISTING z F WALL FRAMING W/8d @ 6"O.C. ON EDGES, 12"O.C. IN FIELD. � J 2 2 2 Z S3.01 S3.01 S3.01 O U � w ZF Z_ EZ EZ EZ 2 O EZ r EZ S3.01 7 .....----..................< .:r..........._................ z S3.01 5 O �^ 8 EZ S3.01 ._........................_.i. 2 ........... VJ S3.01 -= 7 a 2 4 LCL w S3.01 S3.01 LL 111 _..._ _._......___.. _.... _ 1..1..1 ----------------------------- .. .... 2 ; i . � 0 S3.01 co U) ...... -----: C �..�__...... LO�MN _ r _ /2 I I I ....._..----_ C Lu 5 l9 t6 i i- z .. �01 L -- O O _. --- ILL U_ :ii Ips , i` /0� U fill ......._.............._......_....._._.._...._...._.. .--- ..._.......-_........_...__.. ...`..,.. a to N F - J----� Cc - m t0 � m to a co ; m 2 6 F o N m y N C3mv V coo rn F F 2 WAYNF l S3.01 ��,� ,........ ,9 � FIC a _ O •�'�' qT�'• 2 :� - - �: No. 59328 - ------- ------------ o F � ' * C--------------,-' STATE OF � t° ��F• RIOP 4 fl S3.U1 I I I S '°E9S �R EZ 9�1j�� II ------: i Sheet No F 4 2 2 S2 , 01 3.01 S3.01 S3.01 ECOND LEVEL WALL PLAN OFFICE COPY 2 OF 3 ❑ Q d Q EDGE OF ALL THREAD �- WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, 00 TYP BOTH SIDES OF "? w OPENING. 5; HEADERS OVER 6'-0' LONGo �- INSTALL SSP AT 24"O.C. ¢ ..:. FROM TOP PLATE TO EXISTING ROOF FRAMING. HEADER. __--_ WASHER __. __._.. ----- . . .. - -- ..--- ..... EDGE OF ALL THREAD W - - T-, MUST BE WITHIN 3 OF THE Z z O EXISTING TOP PLATE TO HEADER KING STUD,TYP BOTH ❑ v FASTEN ROOF RAFTERS TO BEARING EXISTING TOP PLATE AND ~ 0 WALLS WITH A SIMPSON H2.5A WITH (5)8d . . • REMAIN. SIDES OF OPENING. WALL FRAMING. _... NAILS INTO THE RAFTER AND(5)8d NAILSUJ o � w INTO THE TOP PLATE. KING STUDS TO TOP AND " f ❑ I r d BOTTOM PLATE WITH SSP. — HEADERS OVER 6'-0" LONG: ' I INSTALL SPH AT 24"O.C. FROM NO. 2 SYP TOP PLATE FASTENED EXISTING HEADER (2)2x4 TOP PLATE TO DEADER. WITH (2)ROWS 10d AT 16"O.C. co �- NEW HEADER. SEE , LAN FOR STAGGERED. MINIMUM 24"LAP WITH (12) SIZE, KINGS AND CRIPPLES. _ n 10d IN LAP. cn o NO. 2 SYP HEADER,TYP. SEELu 0 \— CRIPPLES TO HEADER: PLANS FOR SIZE, PLIES,AND FILL OPENINGS WITH 2X4 cn p I MSTA18 WITH(6) 10d IN NUMBER OF KINGS AND NO.2 SPF STUDS AT 16"O.C. p HEADER, (8) 10d IN CRIPPLE CRIPPLES. 1/2"ALL THREAD CONNECTORS. SEE FASTEN TO > d ALL-THREAD NOTES FOR INSTALLATION HEADER/FRAMING ABOVE w z I AND BOTTOM PLATE BELOW SPECIFICATIONS, SPACING AND I EMBEDMENT. I WITH (4) 10d TOE-NAILS. ii 6"O.C. ON KING STUDS&CRIPPLES: (6) 16d WHERE DOORS/WINDOWS FASTEN 7/16" OSB W/8d @ S 12"O.C. IN FIELD. EXIST, USE 2X4 BUCK. BETWEEN ADJACENT KING STUDIc EDGE FASTEN EACH END WITH (4) AND CRIPPLES. 10d TOE-NAILS. 2x4 SPF STUDS AT 16"O.C. U M FLOOR SYSTEM BELOW. z 2x4 NO. 2 SYP PT BOTTOM PLATE.APPLY CV 2X4 PT NO.2 SYP BOTTOM Q cV "ANCHOR BOLTS AT 6'O.C.WITH 6 MIN W M 1/2 PLACE 1/2"ANCHOR BOLTS PER PLATE. FASTEN TO EXISTING Z m W J EMBEDMENT, CENTERED BETWEEN THE TYPICAL WALL SECTION. SLAB WITH 1/4"TAPCONS AT Q WLL ALL-THREADS AND AT EACH SIDE OF BOTTOM PLATE SPLICES. 6 O.C. V _ 1/2"X6"TITEN HD SCREWS NO Q J UQ — FURTHER THAN 3"AWAY I FROM CRIPPLE STUDS. J = iiiW 00m FOOTING AND SLAB POURED WITH 3000psi -. - -:. M CONCRETE WITH FIBERMESH. - m O FINISH V 50 „ GRADE EXISTING FOOTING TO - � ; ` --.. 4 REMAIN FLOOR TRUSS SYSTEM BY OTHERS -� 0 6 MIL VAPOR BARRIER OR EQUIVALENT <. " - • WATERPROOFING BETWEEN COMPACTED FT SUBBASE AND FOOTING/SLAB 6- -_ -- ONE STORY: X= 12"WITH (2)#4 TYPICAL HEADER FRAMING DETAIL WALL FILL DETAIL WALL SECTION HEADER FRAMING DETAIL 4 TYPICAL 3/4"= 1'-0" o 1 _ 3/4 L)C7 cu - O m 3/4 1 -0 NOTES NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL a ❑ CCONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP PLATE. U) EXISTING 2X6 T&G DECKING. -- --------------- ---------- R -- -- - NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS W HEADER, FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR EXISTING 2X4 WALL TOP PLATE. SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EXTENDING 12" INTO EXISTING STRUCTURE FIRST AND SECOND LEVEL CRIPPLES, MIN. USE 10d NAILS IN ALL HOLES. r n V ALL HOLES FILLED WITH FASTEN ROOF RAFTERS TO WALL WITH H2.5A,A f DECKING. FAST �X6" D EN TO JOISTS WITH (1)2x6 NO 2 SYP TOP PLATE FASTENED 10d NAILS. - -- '` (2)3/16"GALV DECK SCREWS AT EACH 14 T 16'O C D MINIMUM 24.. INTERSECTION. TO EX TOP PLATE WITH(2)ROWS 10d A STAGGERED. LAP WITH (12) 10d IN LAP. (2)2x NO. 2 SYP TOP PLATE FASTENED U. WITH 2 ROWS 10d AT 16"O.C. 2X8 DECK JOISTS AT 24"O.C. FASTEN EACH END (2)2x6 SPF FULL HEIGHT STUDS AT 16" ( ) O.C. FASTENED TOGETHER WITH (6) 16d. STAGGERED. MINIMUM 24"LAP WITH WITH LUS28,ALL HOLES FILLED WITH 10d NAILS. (12) 10d IN LAP. FASTEN TOP PLATE TO HEADER WITH SPH AT 24"O.C.WITH 2X8 LEDGER. FASTEN PER NOTE 10d NAILS IN ALL HOLES. ClS2.01 TYPICAL DECK DETAIL 7 SECTION AT END WALL cn CD N� 6 w 3l4,.= 1, 0.. a0 i 5 mm HEADER CONTINUOUS OVER MULTIPLE SUPPORTS. SEE PLAN FOR �- V HEADER SIZE AND PLIES. FASTEN - HEADER TO CRIPPLES WITH MSTA18, ALL HOLES FILLED WITH 10d NAILS. o N C� v M 2-PLY 1.75"X11.25"LVL. FASTENlog t J PLIES TOGETHER WITH(2)ROWS ca x s FASTEN WALL SHEATHING TO SHADED OF 10d NAILS AT 12"O.C. � � m MEMBERS WITH 8d COMMON NAILS AT STAGGERED. Q o = � r M > 3"O.C. N y N o J" @cin CDi CD o v w o FASTEN ALL CRIPPLES TO BOTTOM ° 2-PLY 1.75"X11.25" LVL. I11 PLATE WITH SPH00 ° W00 AYIyF �� 00 IFIC 1/2"ANCHOR BOLTS AT 48"O.C. PLACE �� • G�' ��•••2m BOLTS MAX 12" FROM CORNERS, A — . FASTEN BEAMS TO PIPE WITH No. 59328 = t ENDS AND SPLICES. CCTQ.ALL HOLES FILLED WITH :*p•; 3/16" SDS2521440 2 SCREWS. STATE OF •: } OAF•.��ORIOp' •'G��: WHERE THERE ARE FIRST FLOOR ••• SR¢/ Riles WALLS BELOW INSTEAD OF A RIPPLE STUDS TOSTEEL �i i&,;```` FOOTING, FASTEN C 3"0 PIPE COLUMN STUDS BELOW WITH MSTA36 Sheet No. ECTION AT COLUMN S3 , 01 CONTINUOUS HEADER FRAMING $ 11/2"= 1'-0" OFFICE COPY 5 3/4"= V-0" 3 of 3