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Permit 1908 Creekside Circle Public Works Pian Review Comments U. Date: 3I1� I �� Project Name/Ad dress- O LI V L OAK `�nL APpficationXermit#= (D - 02915' 9 AIB . .�ca�ion'�'xae�g����ents ❑ Provide impervious surface calculations. ment control plans with installation details and maintenance Provide.erosion and sedi ❑ schedule. ❑ . Provide drainage plans showing site topography (flow arrows, etc.) Provide construction site manage ment pian.,including Right-of-Way Permit if.using ❑ rit=of-way for construction arkin • ' Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ . professional-Laud Surveyor, sho an 1' contours. rage.for Section 24-66(b) of the Land Development Regulations ' oe ention°equiredon-site r ❑ increased runoff. Provide Delta volume calculations Der Section 24-66(b). (See attached info. Sheet) ost construcliontopographic survey documenting ❑ If on site storage is required,.a_p_ proper constriction will.be required. ❑ A Right-of-Way Permit must be obtained for use 13'A Revocable Encroachment Permit must be obtained. Pool-Wellpoibt(if used)must discharge into vegetated area 1.0, minimum from ❑ street or dr ' Qe feature (swale, structure or 1 oon . All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from ❑ the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in the ROW(Commercial driveways-6 thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and mu t be overlaid 10 feet in each direction-from the center of the cut.. Repair must be shown on the lans. . - P -Roll off container company must be on City approved list and cannot be placed on City right-of-way. �� A BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 Job Address: 04 La.n e Permit Number: Legal Description se/V-0- NLLrf Ka, Z.YI,':t 10 -71 ' Parcel# 17.E 0 2-0 0 740 Valuation of Work$ Mi N i V'I Cd f 'T." �hQf'It ' 0 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structures)(circle one): Residenti If an existing structure,is a fire sprinkler system installed? (Circle one): Yes QIN N/A Florida Product Approval# For multiple products use product approya orm Describe in detail the type of work to be performed: T4 ej-et-ate, at) ctp rb n pat,.r�rs f e v e 1 t.0A tb e Street + m is C Y-epp a rS /p pay r-s <!O'Lks ed by V'a 0t s Property Owner Information: Nam e:,Vtxw ;c.�-�(,%�-hr...yu B. fr s,6►'7 Address: -7,0 L4 rk-e City,&,)g,rtf;C- ;25eQ,c h , State Zip2Z-43 Phone-�G°�O!f .2-14 f — 1 1 171 E-Mail or Fax#(Optional) Contractor Information; LY41ifying1� 6 ner C7D t��eelr �yCompany Name: � o Ager Address: City State Zip Office Phone Job Site/Contact Number Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hermade 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 Zaws regulating construction in this jurisdiction. This permit becomes null and void zf work is not commenced within six(6)months, or if construction or work is susppended or abandoned for aperiod of szz 6)months at any time af3er work is commenced. I understand that separate permits must be secured for ElectricaCWork,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type ofYwork will be complied with whether sppeci zed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of arty other federal,state, or local law regulati construction or the performance of construction. Signature of Owner ' Signature of Contract Print Name s„t/� ....... I........w..�........n 6. ................................ Print Name Sworn to and subscribed before me Sworn to and subscrib before me this Day of 20 this Day of 20 Kotary Public Notary Public Revised 01.26.10 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 10-00000285 Date 3/17/10 Property Address . . . . . . 1830 LIVE OAK LN Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------- Application desc elevate driveway --------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- JOHNSON, DAVID R. OWNER ATLANTIC BEACH FL 32233 ------------------------------------------------------------------ Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/17/10 Valuation . . . . 0 Expiration Date . . 9/13/10 ------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �� d . �� -, ;� - a. . , � :�- � .� : r ,.� ` f � �' � 's`,wr�'. r �'V/�: • � '��,yg��' � r „� v � �:; "✓, � i r �� � b -- - 4- ' a � \ 211X $ °A�/•G. � - 9 c In I cxl- sm(P Tb P r 1( 2�TW0)2X t2 j ("STS t 7 �i ! .9 I I I �O'�xr04 ��.G. �Q �► u Ii • rlr—-- _ i I _ _ i-- - �l�ihuTEtZR�P 'PAINT CWADG. MAIL, 12 3 3'I -15 It'- 3 A 1r_�h i SCUC-C o I 1 Pp Y�lD. GAG, f'�SFFIALT fz�FlNh TILGS. ZIrDIA GOPPECL DP..AtN PIPE � I � _ ` '•-�---'-'1 '4- 2"Kc $u�OtSTS { . I"x�" FA--,(A �/cf" PA r t-tT c,Rn pE W�I x Z pe-19 �. i WATE-t2.PQ4L:'0P PLy, V ID, 7"K 3"Kg-" A.Y.C. r NT G Z'-o' o.c_ SGE aLEXA-nosy. i { ,� STUcco ,� �. � • CANC�G7E &ASE "�"—., t C17.P. &o. TO c o�.vn�N SGE r2" 2"ti 711 M-tAtL 7/A-3 ` 4 STUc�o oVEYL Co��C. I 1 -['(ON ZGTIOI� 8 sic-T�f ot�t �{-1 (ll=l'-�u Q-15 �N= 11-OU A-IS Z IHC. CAP IFICq� t,.• No. 6519 STATE OF OR sTVc.co • - U TFRED ENv (G, REVISIONS. [ T : 7 GNlMN Y GAP. ' I I ARAVALLE RESIDENCE - OMAN ��1/ALK _ - _ I SEMNOLE BEACRTIA t STEVEN HARRIS DESIGN, 1 7 HARRISON STREET NEW YORK, N.Y. .10013 212 . 431 . 7287 1 r = 1 -0 . f �. -- - - ------- — 3,, C-01-M', DEC-K. 70 FAL ,1OOTES: CM (hITO CoNL�E�� r I ! .I .---`--- -.-_'--"----- V e \ U? �•^_C F NCa. Z.;.�^- - -- ---•-� .. = ;' . •` ' �E� Pj�-OL NC, ZINC_. CSP OVC.rL ?D (Y) Lx S 1 I ZINC- ?_WFINet' 171 1 4`"eq.w0.WA'T ev-e a co V: M � — — - 3"T}t CONLfZETEPC—C K. Ta T:fkw W/ #3 q5 S" 0,C. P-AC4+ WAY Al TO BEoN ("CHAIfL �C iW:0Cf_4 � -i NOT C.C55 _THAN �•KE�CFY i 00 it '• �" I+>`OMTOP OIF CONC . Oma, ���j1FI04l� Q9 - _ i •, ALA, AbOvE 5UPP0P-M- P Q - ON '(L'' PL I. WD. No. 6519 szxe ON (-� O.G. STATEOF 4, F40 R JSP 5'-(0'i4 REVISIONS: ED i " DETAILS k A-MI2f I�oF MtM131Z-i'cMC, I , - C�ARA ALLE, , .,, RES1DN _ / OCEAN W; LK e. O SkM1NOLE' BEACH,. = STEVEN HARRIS • DESIGN 7 HARRISON STREET . ••Q a b NEW YORK, N.Y. 10013 i I o •P _ '„� o � 212: - -431 - 7287 - A �0o -I(v I°- v-C). ---- -- - NOTES: �`f G.r�0 Pruett-lT�--�• - --- � I AT 'I/ZU i 27 , Dt?�W F fL T aloes tT 4 b I'.GC.Gt I i _ q Ste( `7( ON T/PIGAI., W It�IL)©`� A-I , 414 �I_Or IN WoDD 51DlN61 WA .L. . [4A-Lr- IrV(.c. SCIkL� i IFIC No. 6519 -- -AA STATE Of w �; �oUc�n KD, oPe:t-cl►lc,. N i . i - P.,puc,t� kV D. 0f,1N Ci F(ORt�P i t11 sTFRED ENG` REVISIONS:. N DDo� - IL sG ai✓ i —- C�LASj b0�� - FIXED T�/tt-150M UGC N"i i N p 4. 7-ir-7 __L DETAI.L5 ' N i i HAI-Pwc�oLo $ \ ` �{- S GTiOt~J LtvlKc, cbtn) SSG- (c)N f�Ic_P,c, s-rucc.o ? L���T(Of�! -�`p sct�ccrt t 2 S GT(ON � _ Vvvtvt� �� I t-? oke✓ , ,► + �clt�lDO�cK �(ne- �V. OCEAN WALK Y _ + Oa I� Iy2 I,-d" R-l� I�Z - ( ,C)11 (/?, _ (-O Atm �ooa,sEt✓ i'kTi�t1. c -�� t 2 SEMNOLE. BEACH, . f.A. DZ✓-ra►l. FD& D00Z,S ct IP Z,I X, AIL, u 5G�N Doc)rZ: Vx L',L"SIN,wP, \ -G&A55 LcOR- /4,( �----- - N. - GYp 8D IN 51 PG . . STEVEN HARRIS. DESIGN: 7 HARRISON STREET VIEW YORK; N.Y, .100' 3 I p C-4 „ . t3 211- ,431 . 72 87 �� Rot�H WI NPow OPc-N th(cr, OvTS I tD�, i. 2-7 2l-7„ �c�vout�o �oo� �ouSt,� poo�S, S PG�N @,-iYPrC L. STUC-c.c� 8 D T�.II- HAS FvL_l. S, (A Y2 _ YZ (-4 t 'a CITY OF ATLANTIC BEACH J � MECHANICAL PERMIT PPLICATION Date: Property Address: J c)n Owner: �1� -b(--S IL,o G&�,�, , Telephone#• Contractor: 'SAL-J&v—d C 0j Telephone#:Z1-A Contractor Address: �So 'AAA. Rn Fax#: Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the'City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other.construction is being done on this building ❑ Electric or site, ist the building permit number: ❑ Gas: _LP Natural _Central Utility Cl Oil ❑ Other—Specify, MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor �rf Residential ❑ Air Conditioning: Room _Central Cl Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building , ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tis (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency am � TANKS Nominal Capacity Type Liquid Serial Approving IIow Many &Dimensi24 Contained Manuf4aurer No. Agency SSG ,4 Jit/ ,dam � 800 Seminole R ad •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 1/04 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 rte` i TELEPHONE: (904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 http://ci.aRlanlic=b11�4:�1:ii"S-� PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT SEP 2 3 2004 Permit Application # 0 4 - 2.9 0 6 0 ByY Applicant: THE DESIGN W Roup 1r4 C. Address: 19 Oqb 0 - Project: SING-�� F�I�1 �-� �t9)MNCS Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: ' Plan shows the front half of property drains to street . Back half must also drain to street or existing drainage resource per Section 24-66 (a) . Delta volume calculations and on site retention required. �f (See attached info. sheet) per Section 24-66 (b) . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Reviewed by k Carper, P.E., Public Works Director Date Signature Contractor Notified Date �� � s eS CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029060 Date 2/09/05 Property Address . . . . . . 1908 CREEKSIDE CIR Tenant nbr, name . . . . . . SFR 970 RADON/0 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 418268 Owner Contractor ------------------------ -------- ---------------- GATEWAY SELVA LLC THE DESIGN & BUILD GROUP, INC. 1908 CREEKSIDE CIRCLE 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 838-2242 (904) 241-2228 -------------------------------------------- -------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor ARCTIC AIR OF NE FL Permit Fee . . . . 151 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 151 . 00 151 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 151 . 00 151 . 00 . 00 . 00 City��o-f----A�ttlfla�tic Roach *" 13HiDE� IEMIPT epee Oaere 08M Tymi M Dra»era 1 Date: 2/99/05 01 Roceiot no: 31375 Desai ion 290!ity Amount BP BUILDING PEFM1 11 $151.0 Tender ail 4212 $151.0 Total toodered SOL" Total payment $151.0 Trans elates 2/09/16 Times 13:a4:03 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .a, BUILDING OFFICIAL _ l TIIESE STRITC11 RAL DRAM LNGS 11 ERE PREPARED FOR 1 HE LEGEND AND FRAMING NOTES `ESCRI EDIN OETII1LEBLOCT EZ I MENEM ANDARE NTENDED FORT USE BY SW-HTTC SWHTTCINTERIOR WOODFRAME BEARING WALL ALiCE:1NSLDCONTR.ICTOR.DO NOT PERMIT CONS'1RPC'110N (3)2x10-1/2 //D\ (3)2x61/2 ZZ EZ 111111 THESE PLAN SBY.-.N WOOD BEAM OR CONCRETE BEAM ONINERBUILDER OROTHER UNL1CLIN SLD 1A 1LDER. EZ (3)2x6 1/2 {3)2x6 1/2 (3)2x12-1/3 Q 5.25 x 9.25 LVL-1/4 8TR1(•Il RAI,r,Nc7:NEER: KING and JACK STUDS PER ENGINEERING HEADER FRAMING BN1I Consulting Lnc. 2 FBPE CA No.9338 (2)2x6-1/2 HEADER/BEAM CALL-OUT Po Box 51G04 cq Jrchsoin Hle Beach,32240 NUMBER OF KING STUDS EACH SIDE OF OPENING p904.249,8413 NUMBER OF JACK STUDS EACH SIDE OF OPENING r866.615.3645 4.:,...�•• ~���• �•��-�,; .-:::.` ;. ,-;�• SIZE OF HEADER MATERIAL(N0,2 SYP U.N.O.) BM IConsulting'a Bellsouth.net GARAGE DOOR BUCK NAILED TO STUDS WI (2) 16D COMMON or 12D CC NAILS @ 16"O.C. 3,5 x 16 LVL(UP) IZ (3)2x6-1/2 BEAM BM-1 LVL BER CF PLIES 1.9E LVL OR BETTER BY GRANGER (3)2x6-112 IZ NUMBER OF PLIES IN HEADER WEATHER STRIPPING/STOP •ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO EACH OTHER WITH(8)12d. GARAGE DOCR • IF BUTT JOINT IN PLATE OCCURS OVER HEADER,CONNECT DBL BATT JOINT TO HEADER WITH SPH416 W/(10)8d EACH SIDE OF P PLATE WINDOW _----- ----- 7 OR REDHEADS OPENINGS 6'AND A WASHERS AT 48"ON CENTER 2"ANCHOR BOLTS -CCENTER UNDER WINDOW y` CONNECTING BOTTOM PLATE TO SLAB. IZ (3)2x6.1/2 (3)2x6 1/2 IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD Ime arnalll 2x6 SYP JAMB ATTACHED TO STUDS W/ PE 02ils/1 5, (2) ROWS OF 3\" GALV DECK SCREWS at 12"C,C, o KEYNOTES 01uG11aL S1c1NA1L RE IS RED GARAGE DOOR TRACK ATTACHED v PER MANUF WRITTEN SPECIFICATIONSQ PLACE STUD GROUP UNDER TRUSS OR BEAM SPECIFIED ON PLAN. = A WIDTH OF STUD GROUP SHALL MATCH WIDTH OF BEAM OR TRUSS(UNC). _ CONNECT TRUSS OR BEAM TO TOP PLATE WITH(2) MTS12 W/(14)10d, PLACE ATC WITHIN 3"OF STUD GROUP, c}'n (3)2x6-1/2 IZ 8 GARAGE D 00 R JAMB DETAIL Q CONNECT TRUSS TO BEAM WITH (3) MTS12 AN'D(14)10d. CONNECT HEADER KINGS AT THIS END OF THE HEADER TO TOP PLATE C WITH SPH4/6 W/(10)8d AND TO HEADER BELOW WITH CS16 AND(22)8d. IZ (3)2x6-112 44 No, 2 SYP POST WITH (2)2x6 1/1 (2)2x12 SIMPSON ABU44 BOTTOM PLACE ONE ATC AT INDICATED LOCATION CONNECTING FIRST FLOOR TOP AND BC4 TOP. PLATE TO THE SLAB. x Q PLACE STUD GROUP UNDER SPECIFIED BEAM WITH NUMBER OF STUDS (3)2x6-111 EQUAL TO SUM OF NUMBER OF TRUSS PLIES AND BOTTOM CHORD SCABS. CONNECT TRUSS TO STUD GROUP WITH CS16 AND(22)10d WITH CS16 BEAM BM-2 ON TOP OF TRUSS TOP CHORD OR BOTTOM CHORD SCAB AND OUTSIDE FACE CF STUD. CONNECT STUD GROUP DIRECTLY TO SLAB WITH (3)2x12 113 BY GRANGER SIMPSON HDQ8 AND 7/8"ALL-THREAD EPDXIED 12" INTO CONCRETE. N IZ W 5.25x 11.25 LVL 214 S H EARWALLS EZ (3)2x6-112 (EZ FASTEN 7116" OSB TO ONE SIDE OF FRAMING WITH 8d AT 3"ON SW-HDQ SW HDQ CENTER ON EDGE AND 12" ON CENTER IN THE FIELD. 7116" OSB ROOF DECK FASTENED TO FRAMING SW HTTC CONNECT DBL STUDS AT EACH END OF SHEARWALL TO TIE BEAM WITH 8d AT 3" O.C, ON EDGE AND 6"O.C. IN THE Q (3)2x8-114 OR SLAB BELOW W/SIMPSON HTT22&5/8" DIA ALL-THREAD 6x6 PT No. 2 SYP POST WITH 3.5 x 11.25 LVL /� EPDXIED 12" INTO TIE BEAM, FIELD. SIMPSON ABU66 BOTTOM AND PRE-ENGINEERED WOOD ROOF TRUSSES (4)CS16 W/(20)10d TOP TO BEAM. SW-HTTS CONNECT TRPL STUDS AT EACH END SHEARWALL TSTEEL BEAM EZ BELOW WITH SIMPSON HTT22 AND 518""DIAMETER IAMETER ALL-THREAD CONNECTED TO BRG BUTT WELDED TO STEEL BEAM. (1)SIMPSON H8(UNE) SW-HTTC SW-HTTC SW HDQ CONNECT TRIPLE STUDS AT EACH END OF SHEARWALL TO TIE BEAM C BELOW WITH SIMPSON HDQ8-SD33 WITH 718"DIAMETER ALL-THREAD FIRST LEVEL WALL FRAMING PLAN SEPDXIED HEATHS SHEARWALL LLW1OM. C (2)2x4 No. 2 SYP TOP PLATE SHEATH SHEARWALL WIOSB ON INSIDE AND OUTSIDE FACES OF WALL.. SCALE: 1/4" =1'-0" SW-CS16 CONNECT DBL STUDS AT EACH END OF SHEARWALL TO DBL STUD OR WOOD BEAM BELOW WITH (2)CS16 AND(22)10d EPDXIED 12" INTO TIE BEAM. 7116" OSB WALL SHEATHING FASTENED TO FRAMING BALLOON FRAME-2x6 No. 2 SPF AT 12"O.C. IN WITH 8d AT 3" O.C. ON EDGE AND 6"O.C, IN THE FIELD, SW-CS16 O 2x4 No. 2 SPF STUDS AT 16"O.C. IZ IZ IZ SW-CS16 SW-CS16 ATC(SEE SPEC)AT 40"O.C., AT WALL ENDS,AND EACH (3)2x6-112 +(3)2x6-112 (3)2x6.1/2 IZ IZ SIDE OF CPENINGS. SEE FIRST LEVEL WALL IZ FRAMING PLAN FOR ADDITIONAL LOCATIONS OF ATC, U AE (2)2x8-113 Q (2)2x8-1/3 C (2)2x81J3 `fl 314" T&G CDX FLOOR DECK FASTENED TO FRAMING WITH TRUSS A05 10d AT 4" O.C. INTO ALL MEMBERS, SEE ARCH DRAWINGS SCAB EACH FACE OF BOTTOM U FOR OTHER FASTENING REQUIREMENTS TO REDUCE CHORD WITH 2x6x60"No.2 SYP SQUEAKING. FASTENED W/(2)ROWS 12d AT `n ,�( KIA 4" ON CENTER, DESIGN CRITERIA AND LOADS W 0 2x4 PT No. 2 SPF BOTTOM PLATE (2)2x8-1/3 IZ (3)2x6-1/2 IZ Building Code � r 2001 Florida Building Code Code for Design Loads W M ANSUASCE 7-98 O o Roof Loading (Cd= 1.25) N Top Chord Dead Load 10 psf M Top Chord Live Load 20 psf �> .. c� ¢ Bottom Chord Dead Load 5 psf W Lr ,rJ 0- Bottom Chord Live Load 10 psf Q Ur z 4 (2)2x4 No. 2 SYP TOP PLATE(INTERIOR WALLS) z M H .r (2)2x6 No. 2 SYP TOP PLATE(EXTERIOR WALLS) C4 Floor Loading (Cd= 1.00) Top Chord Dead Load 10 psf 0 w Top Chord Live Load 40 psf Bottom Chord Dead Load 5 psf 7116" OSB WALL SHEATHING FASTENED TO FRAMING (2)2x6-1/2 IZ LL Bottom Chord Live Load 0sf WITH 8d AT 3" O.C. ON EDGE AND 6"O.C. IN THE (3)2x6-1/2 IZ z p H FIELD. 0 W Wind Loading (Cd= 1.60) 0 _ 2x4 No. 2 SPF STUDS AT 16" O.C. (INTERIOR WALLS) m ASCE 7-98, 3s Gust 120 MPH N � 2x6 No. 2 SPF STUDS AT 16" O,C,(EXTERIOR WALLS) Exposure Category B To *0Importance Factor 1,p To 4 ATC(SEE SPEC)AT 40" O.C., AT WALL ENDS,AND EACH SIDE OF CPENINGS. SEE FIRST LEVEL WALL Building Category II FRAMING PLAN FOR ADDITIONAL LOCATIONS OF ATC. Partially Enclosed IZ (2)2x8-1J3 co Interior Pressure Coeff 0.55 vC&C Design Pressures (see table 1) TRUSS A05 SCAB EACH FACE OF BOTTOM CHORD STENS W/(2)R6WS12dAT TABLE 1 COMPONENT AND SHEET NAME: Framing Plans FASTENED WJ(2)ROWS 12d AT 2x4 PT No. 2 SYP BOTTOM PLATE(INTERIOR WALLS) 4" ON CENTER, QA05 3.5x 11.25 LVL-114 (2)2x6-1/2 CLADDING J08 NO: 2x6 PT No, 2 SYP BOTTOM PLATE(EXTERIOR WALLS) DESIGN PRESSURES SCALE: As Shown IZ C04Q PATE CREATED: 02118/05 N A IZ Q &C04 SEE FOUNDATION PLAN AND SECTIONS (3;2x6-112 esignation REVI50NS: FOR DETAILS A�i (3)2x6-1/2 C nne Interior Zone End Zone PROVIDE 2x6 No. 2 SYP LEDGER CONTINUOUS ua Effective (psf) (psf) Wind Area � AT TOP AND BOTTOM CHORD. FASTEN LEDGERS IZ & Q IZ TO FRAMING WITH (3) SIMPSON SDSI/4x3 AT 0-20 sq. ft. +34 -36 +34 -43 16" O.C. SW-CS16 SW-CS16 \ ; \i\ 21 50 sq.ft, +33 -35 +33 -41 j i, \ /� \% i/• „7 T '_L %7Z/'ii7r�7i,,:. ,-„ .,777�i'%i/,7i777 , �j j � j�j; f1 51 - 100 sq.ft. +31 -34 +31 i -37 • EZ �,,% Sheet Number. SW-CS16 SW-CS16 101 200 sq. ft. +30 -32 +30 -35 BALLOON FRAME- 2x6 No. 2 SPF AT 12"O.C. BALLOON FRAME -20 No. 2 SPF AT 12"O.C. SEE WALL FRAMING PLANS: EZ—END ZONE IZ=INTERIOR ZONE. CONNECT EVERY OTHER STUD TO TOP PLATE W/SPH6 AND(10)8d AND TO HEADER BELOVN WITH CS16 AND(22)8d SECOND LEVEL WALL FRAMING PLAN- ST2 TYPICAL TWO-STORY WALL SECTION SCALE: 1/4"=1'-0" - � i pr rt� L.0 Q 5 _ .......------- �/f 4 : H dow e c ooh ID ,a a U a as CD a Resid n e �ii m 3 0 3 0. �a Jacksonville Beach, N 4 0 0� O L j BESTCON Homes i On W �� N l9 0 O_p LL C ti a � c m d N c(f� W � a IL Neill v _ w c m ct ----------- LLLLLLtiu APPF1OV�O a 1 CITY CF ATLANTIC SEACH r„5 I Ertl{1��p� F..! .�1. V�� 9 0Ci] LL r7 S ^ O JANy I k om CL LL _ I a ar J _._.. . ._._..__.._.._._....._.._ ----_.�_.. J08 NO, 04-61-OO43 • HAWKINS SHEET TITLE SHEET COYER AO.0 J Y -qu i LED 0 � W F5 Periods only used on one word abbreviations, if the abbreviation is a different word by itself; e.g. ARCH., BIT., and LAM. SHEET IN '�GENERAL NOTES 4D ABBREVIATIONS y . g yc -g A, ro Periods are usual) used when abbreviating multiple words, unless the are very common without periods; e.g, AFF, HVAC, R/A, and WWM. A.B, ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL L A 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK R P.BO. PARTICLE BOARD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O, FURNISHED BY OTHERS PC.CONIC. PRECAST CONCRETE /� A. Vapor Barrier shall be applied on all exterior walls. Install as r manufacturet's AGC ACCESS F,D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET P PP Pe AC.T. ACOUSTICALTILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISHFLOOR(LINE) PERI PERIMETER A11 INDEX ABBREVIATIONS 2. Minim . > Minimum Design Loads: A,D. AREA DRAIN F.G. FIXED GLASS PKG PARKING , SYMBOLS AND B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE •1 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER ^� 112 No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL ROOF: 40 P.S.F.Live Load N 4 LAYOUTS A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) r w 10 P.S.F.Dead Load Q, Flash all ALT ALTERNATE FN FENCE roof to wall conditions. ALUM ALUMINUM FND FOUNDATION PR PAIR(O PREFAB PREFABRICATED 0 Lu O Verifydesign loads with local Building codes and conditions.Refer to Structural E*. Gutters to be 5"(min. 27 gauge aluminum with baked enamel finish. Downs ut to be W PX ACCESS PANEL F.O. FACE R P5F POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN LJ r? 9 9 ) g g (� APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH 7 Engineering for all structural details,specifications,and nates, .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT URAL) FPHB FIFiE PROOF IIOSE BIBS uJ ( P7N PARTITION A5PW ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN A.T. AUTOMTlC FR FULLS(p)(ING) C PAVE(D)UR YLCHL RI A2.2 SECOND LEVEL FLOOR PLAN Milli AUTO. AUTOMATIC FS FULL 51LE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE B. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT q /`N AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation "WIDE BASE GAB. GA GAUGE A2,4 FRONT & RIGHT ELEVATIONS 636 36 each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjalcent to the exterior or to unheated 0 Z� O.T. QUARRY TILE where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. B BD BOARD G G.B. GYPSUM(WALL)BOARD /� structure or gas mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR W RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS BIT. BITUMINOUS GO GRADE OR GRADING R R/A RETURN AIR W BLDG BLOCKING G.D.O. GARAGE-DOOR R R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS Mr BLDG BUILDING ORGROUND FAULTINTERRUPTER AAD RADIUS BLK BLOCK(CMOs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation OLKG BLOCKING GL.BK, GLASS BLOCK R.D. ROOF DRAIN and structural designs due to inadequqte soils or landfill occurences shall be the SM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR • 7. DRYWALL ELECTRICAL J responsibility of the"Builder-Developer"or it's subcontractors involved with the design and B.M. BENCH MARK GT GROUT REQ REQUIRED - O installation of such,and the Architect shall not be held liable or responsible for their BP 81,PASBRP BEARIN S(DOOR) RES RESILIENT implementations. A. All walls to have Ya gypsum and all ceiling t# sum O'ceiling board unless BRK BRICK H 42"H 42"HIGH(WALL) REV REVISION(S),REVISED �1YI► ...w noted otherwise. HB HOSE BOB REINF REINFORCED(ING) C B.S. BASEMENTS W.C. HOLLOWCORERFG ROOFING E1.1 MAIN FLOOR ELECTRICAL PLAN _ B. Use water resistant sum board for exposed walls and ceiling at shower and tub wall BSMT BASEMENT WD HEAD pA HARD R.J.B. REINFORCED JUNCTION BOX gyp p 9 BTMORBOT BOTTOM H.D. HEATpETECTURORHEAVYDUTY PLO RAILING E1.2 SECOND LEVEL ELECTRICAL PLAN C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTwN BETWEEN HDR HEADER per local codes or specific soil conditions,whichever is mare restrictive. BVL BEVELED HOW HARDWARE R&M RANGE W/MICROWAVE B.W. BOTH WAYS HOT HEIGHT RM ROOM R.O. ROUGH OPENING e. INTERIOR TRIM AND FIN ISH IE8 to be selected b contractor. H.M. HOLLOW METAL R.O.W. RIGHT OF WAY cn y CAB CABINET HORZ HORIZONTAL R&5 ROD AND SHELF(S) 07 ^ C.B. CATCH BASIN o D. Soil test must be approved by Geo technical Engineer prior to footing pour. GEM CEMENT HIS HOUR ( DETAIL SHEETS Q 9. DOORS&WINDOWS CER CERAMIC H.R. HALF ROUND WINDOW) GO SOLID CORE(DOOR) OF CUBIC FOOT HS HORIZONTALSLIDER SGH SCHEDULE w P1 m E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER H7p HEATING 5D SMOKE DETECTOR ADA WALL SECTIONS/FOUNDATION DETAILS � 2 x HVAC FIEATING,VENTILATINCvA1RCORD. SEC SECTION O �- � shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS)FLOORS) o o ILL concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. GA5T•IN-PLACE CONC. S.F. SQUARE FEET A D.2 ROOF DETAILS m LL^ SF.GL. SAFETY GLASS M v or local Codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ' I.B. IRONING BOARD S.G.A. SLIDING GLASS DOOR r� ^ performance standards ANSI/AAMA 101-88 for metal wirndows DH-C40 for vinyl windows CIRC CIRCUMFERENCE LD, INSIDE DIAMETER A D.3 MISC DETAILS SH SINGLE HUNG OR SHELF(VINO) and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT 11.0. IN LIEU OF SHIT (DRAWING)SHEET J m N GK GALK(ING)GAULK(ING} I•M. INSULATED METAL SHTHG SHEATHING AD.4 MISC DETAILS y F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR m CLP CEILING INT INTERIORAD.5 MISC DETAILS RANCE) SKL SKYLIGHT ca m CUR CLEA C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding SL SIDELIGHT OR SLEEVE o G. Provide minimum 4"concrete cover at under slab utilitylocations. When concrete glass doors and in windows as per local Codes, GLS CLOSURE OR CLOSER(POOR) JST JOIST(FLOOR OR ROOF) SNIT SEALANT p CM CENTIMETER(S) J7 JOINT � � � SPC SPACER encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT utilities lines well below Slab. C.Q. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO) SPECIFICATIONS SPE D. Caulk at all sash,sliding glass doors,entrance doors and'bottom plates(all sides of COI, COLUMN K KIT KITCHEN SPK (AUDIO)SS S1 E L openings)and head flash all windows and doors. COMB COMBINATION KO I,NOCKOUT $.TU STAINLESS STEEL H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STD STANDARD p COND (AC)CONDENSER K/S KNEE SPACE STG OR STO STORAGE including patio, porch and sidewalks. 5TL STEEL CONST CONSTRUCTION STIR STRUCTURAL 10. MECWINICAL&ELECTRICAL CONT CONTINUOUS LAM. IAMINATE(p) SO SQUARE I. Provide"Zi Strip"or tooled control'pints where indicated on the foundation tans. CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDED p P" 1 P CARR CORRUGATED L.B.O. UN BY OTHERS 5.W, SHEAR WALL NUTE A. All electrical and plumbing requirementsshallshall comply with local building Codes. All outdoor, CPR GpppER L!V LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) L.L. LIVE LOAD T TREAD(AT S1AIR5)OR TILE 4, FRAMING CSMT CASEMENT L.P. LAMINATED PLASTIC T T,B. TOWER BAR LT LIGHT T.B.D. TO BE DETERMINED C-ST, CAST STONE L.T. LAUNDRY TUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO CENTER OR CENTER OR COUNTER A, Laminated veneer lumber(LVL)shall provide the design values equal toot exceeding the C.T. LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Prov)d3 y.;:y box for washer and provide solid metal dryer vent(taped-no screws)to OTRLVL LAM VERNIER LUMBER(BEAMS) TEMP. TEMF'ERLD(GLASS) CX CONNEXTION exteA'o. LVR ;_OUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD + TEL TELEPHONE 285 psi in Horizontal Shear,Fv C All se:vor and water sleeves to be depth and separation as per local code below adjacent "f\ 12"D 12"DEEP M METER(5) THK THIGK(NESS) �w 2,000,000 psi in Modulus of Elastic' E finish rade. V MAX MAXIMUM THR THRESHOLD l P ity, g D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE OBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY stress+875 p-SA.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inslUe or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP `!TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed frorn the water meter to an exterior D.F. DRINKING FOUNTAIN MIA MINIMUM TV TELEVISION OUTLET OR LOCATION /F remote water meter reader at a location to be approved by/the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit sha)1 be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS ct a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor,The cable shall be copper and a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) Plata Institute. The water,is-,;artment shall make the connections. D.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED ON DOWN(STAIRS) -'A M 8 :1EMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS,ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.U. MASONRYOPENING DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACS OF MASONRY UNIT TO FACE OF STUD. \/ 2• a"high density T&G,Ptywood subtlonr rued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE Y V.B. VAPOR BARRIER ct 24/32, Exposure 1,with sealed edges, Install per manufacturers'spacing and edge D5 DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE recommendations. F. Water service shall be 1"minimum from each exterior shutt off valve, D's DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D,T, DRAINTILE MULL MULLION OR MULLED VIN (SHEET)VINYLS^� DTL DETAIL V.S. VEGTABLE SINK 3, G. All shower head heights to be 80"AFF at fiberglass DW DISH WASHER A, NA NOT APPLICABLE V.T. VINYL TILE � Y"underlayment(minimum)under vinyl or tile on wood frame floor systems. 9 g ass showers and 84"AFF at ceramic DWG DRAWING N N.I.C. NOT IN CONTRACT W showers. DWR DRAWER NIL NAILABLE NOM NOMINAL W W3630 36'W X 30"H WALL CAB d 4• Min'%"high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE W WIDE OR WASHING MACHINE be 24/0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge E EB EYEBROW(FLAT ARCH) N.G,V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET E.F. EACH FACE WD WOOD recommendations, O OA OVERALL WF WIDE FLANGE(STEEL BEAM) E.J. EXPANSIONJOIN7 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER ELEC ELEGTRIC(AL) W.H. WALL HUNG D, Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES E.P. ELECTRICAL PANEL O.CAS. OVERHEAD CABINET WI WROUGHT IRON designs prepared under the supervision of a registered professional engineer. , Ea EQUAL O.D, OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON 'THE ARCHITECTURAL EST ESTIMATE O.G.O. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W1 W/O WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATEHPROOF(ING) drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop 9 OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTIC VENT CALCULATION approval of roof trusses and beams EXT EXTERIOR W. WALL w WAINSCOT To wall WWM WELDED WIRE MESH F• Mins exterior grade plywood or OSB woad sheathing behind all masonry veneer,dryvit panels and Cedar siding.See elevations for locations. 1 p G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS FORMULA: Sill, 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. indicated on the plans. � EARTH PLYWOOq BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG, (SQ, IN. /300 = SQ, IN. OF VENT REQUIRED SHEET NUMBER � SAND OR GRAVEL FILL � INSULATING SHEATHING SQ" IN. OF VENT REQUIRED /2 = 50%AT RIDGE & 50°/D AT EAVES '"'FOOD STUD PARTITION ® BATT INSULATION �_, la DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-20 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION PLAN 4 BRICK WATER CLOSET ANGLE AREA TABULATION �Lx is CONCRETE BLOCK a CENTERLINE MAIN FLOOR FLAN 1462 SUT. Q CONCRETE it C9 HB ruB/sHowER SECOND FLOOR 725 SQ. FT. HOSE BIBB (FREEZE PROOF) STONE M IOTA G �- GAS LINE STUB L A/ AREA 2187 SQ.FT. C y ® LAVATORY STEEL O k, CO FRONT PORCH 166 SQ" FT. a C) PENNY DIMENSIONAL LUMBER ❑ ❑ DOUBLE SINK LANAI 124 S Q. FT. PERPENDICULAR GARAGE 437 S Q. FT. • JOB NO. 04-B1-0043 ■ R PLATE L= BLOCKING ❑ SINGLE SINK HAWKINS 0 ROUND OR DIAMETER FINISH GRADE WOOD TOTAL AREA 2 914 S Q.F T. SHEET TITLE SHEET GENERAL NOTES A1 . 1 L '7 0 , MAIN FLOOR NOTES r No _FLOOR 3 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. ' 2. ALL UN–DIMENSIONED PARTITIONS 49-0" ARE 3 1/2" ROUGH. 10 3. ALL ANGLED PARTITIONS ARE 45 g IZ-31 " 13'-0 14 B" � � DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12 s w/ 1/2 8'-g" 3'-4" 3'-0" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING �► 5'-$• 5'-$" 4'-4" WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS I (2)SH306o AND GIRDER TRUSSES UNLESS OTHERWISE NOTED, ALL SUCH CONCENTRATED LOADS @90"AFF I SHALL BE TRANSFERRED TO FOUNDATION n4xg giaLLI VIA BEAMS, POSTS AND/OR SOLID CATHEDRAL CATHEDRALBLOCKING. o� L" - r 6. ALL EXTERIOR DIMENSIONS ARE TO FACE (2)SH3060 9' L�� OF STUDS UNLESS OTHERWISE NOTED. I @90"AFF 13'-5 91-60 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS I OTHERWISE NOTED ON FOUNDATION PLAN. MASTE I SUITE I $ HANGERS, TRUSS F& SET SPACINGZE SOR�ALLTRUSSESTENERS, CATHEDR CLP, 6068 SLIDI I G GLASS DOOR 9. WINDOWSUPPLIERTO VERIFY AT LEAST 14-1 x 1T-0 ONE WINDOW IN ALL BEDROOMS TO HAVE I NOOK A CLEAR EGRESS OPENING OF 5.7 SQ. FT. 'T w F_ CATHEDRAL CATHE RAL CLG o WITH MIN. DIMENSION OF 24 IN HEIGHT AND °o CATHEDRAL I " L J 12,-0'�x 10'-1" w 20 IN WIDTH; SILL HEIGHT NOT GREATER --� .. I THAN 44" ABOVE FLOOR. s ams 10. BALLOON FRAME ALL EXTERIOR WALLS -• (f I " GREAT ROO b � SHEATHING ABOVE »)PROVIDE F RESTOPPING TO UNDERSIDE OF F I 40.5 h WALL w/15"BAR CATHEDRAL CLG � c=n EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". I Tpp,4gp�E 12-9 x 18'-4 w 11. ALL HANDRAIL BALUSTERS TO BE ------------__ -- I __________.�_____ � SPACED SUCH THAT A 4" SPHERE CANNOT _ -_ - - PASS BETWEEN BALUSTERS. - — -'— — �'"" �" _1Q��L�L _- `�� i 42•BC 18"BC SQ GOLUMN TO CL 12. ALL ELECTRICAL AND MECHANICAL ..___�_�'-3 ________ � :___' / \I 4'-�' 5'9" 17-10�• r–______–.�___ �1 \I Cy, LL � r – 4 5 r2 2" r 2 •N CANTILEVERED LANT SHELk FROM c�� 1 LS 1 `�–_� EQUIPMENT & METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS: 11-1112' EADEf LEVEL 36'h KNEE WALL— D�4. CONTRACTOR TO VERIFY. W -- RANGE ��� 13. FOR ADDITIONAL NOTES SEE GENERAL 3 i o 1 24" w/MICRO F NOTES ON TITLE SHEET & DETAILS. 0 ti 0 ° 1 D/S I ' 0 HOOD KITCHEN 14, TYPICAL WINDOW HEAD HEIGHT SHALL BE p -� - I A 96 ABOVE FINISH FLOOR (O.N.O.), -�-� �U. g 1 " " _ , 9y C-G; ° """""" 15. WINDOW MANUFACTURER TO TEMPER ALL 1 --- " 124 x 340PG, p 1 12-0 x 11 -4 WINDOWS 2' WITHIN DOORS OVER TUB & roo 1 (� AFF 2868 PKT 38�BC _ to co 1 = MIPERED GLAS 4•DS SHOWERS-7 WINDOWS WITCHING 18" OF THE C� 1 (CLEAR) 1 FINISHED FLOOR. a. Pv I cv I �—..._...___� w Yam) ,N 2868 SQ. 2868 1 1 { LS j O con r ------- 4`--�� `"� �• M 2868 PI T OPG. , �sf - - — — —_.—— — —_. — — — ■ I � � (n I ` OHC WALL TO S'-W _ O PLANT SHELF X8'-4" PLANT SHELF @8'-4" c0 BYPASS ENCLOSURE 2068 �'N __ OPEN HANDRAIL w- 4 C� c.► VERIFY SIZE WITH – - I 2X LWALL SUPERINTENDENT SHOE I 1 2068 PKT r,- --, 2868 2668 I I I h i 1 ❑/5P WRAPPED 2 WI la BAT a i i i OPG. . C to H „� , U T o I Q ago I � CLO. I 9' CLG. ��i , S„ V 1 I � 266$ � Q I I I I I U –/ ; WRAPPED OPG. 1 . 1 " COMPRESSOR I R/S ___� TIONA� IF " 9- 4068 r' �j-5- iCATHEDRALCLG0 3' 2'-10" 5'-9" 4'-4" 2'0" i 1 �-_--- t? Ul1 OFFICE/DEN 1 $_9' CLG3 PTIONA i ct 11 4 x 14!-0" w L 2868 SC ; I I ENTRY 1 I------------------------------------------� � L__-____-___---___ �, _________________________ CATHEDRAL CLO. h 8-7 x 8-8' = f POLL`�]OYVN V I TTIC A� j GA RAGE (2)5F13060 19'-5' x 21-8" 90-AFF _l r T w , Cb I � / I II_- - - - - b L l- - - - / rl 4o e +• 46'x7.'OGDv v e a' _ ' Q - � .a 'p A S A by, •• •A •• q • . # .a •'p a a` ►' ..e 10'-0"e ' �`' 4'4D" 3'-0" 4'" 4'-0 2" ` `p 4'•4" A .' ` a ° p ` p � a ° IS• i 11'-7�" V-4 9 v p 6, s pa ° A• A' , ` 4 PLAN , • 4 v v p t .v.p A. •a ', v � .p v 'v a '' a. A D (i q a v ..a; • : p a o p v P• .a a 'a: ' ' •? A F Ik v v / TABULATION � p ` a v 4 •p a ap a p ° a a ° q A ° A � . . v t a A . v p. a ev e '. °.� ° a A q p . . v A ' , v P e MAS FLOOR PLAN 1462 SQ FT v A G vs a s � b a p A •p R •� a •q. q.. ♦ ♦ hkh •�. . ' P . ' . • . . • .. �• : . . . . . • . . .. - . • . . . • . .• . . . : . . - • . . . •� • . . .. . . . ND FLOOR 725 S .FT. � �W p'p v. •° Ase °' pA . NOTEN > a TOTAL A/C AREA 2187 S .FT. � SQ .FT.FRAMING P ALL, DOORS 1 ' JOB N0. 04-81 D043 FLOOR PLAN FRONT PORCH 166 S Q.FT. I SCALE: 1/4'=1'-0' SCALE: 1/4"=1'-0' LANAI 124 SQ.FT, HAWKINS NAVE 4-, 1 /2" RETURNS GARAGE 437 SQ.FT. SHEET TITLE SHEET MAIN FLOOR PLAN TOTAL AREA 2914 SQ"FT. A2.1 L 7 q f)" MAIN FLOOR NOTES NOTE,„,.FLOOR �. S 1. WINDOW GRILLS ARE STANDARD IN FRONT ' " = AND SIDE ELEVATIONS AND REAR 0 'E ca ro ,U ELEVATION TO BE CLEAR GLASS. ' 2, ALL UN-DIMENSIONED PARTITIONS ('I`f 'o L 8 ARE 31/2" ROUGH. Ba7 � 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED., o a c 4. PROVIDE MINIMUM 2-2x12 s w/ 1/2 PLYWOOD FLITCH PLAN AT ALL EXTERIOR w/ WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-20's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE P81-3" NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION 11'-31 " 12'-4 VIA BEAMS, POSTS AND/OR SOLID n q 4-7 BLOCKING, T-7" 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o El OF SE NOTED. Lu U) 2'-10%2" 2' 10" 4020 FX TRAPAZOID 7. ALLS RUSSES TO BEAR TUDS UNLESS EON I EXTERIOR � Lu @78 AFF WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. 4 _ R/s _ 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, Q HANGERS & SET SPACING FOR ALL TRUSSES. (2)4068 1.� 9. WINDOW SUPPLIER TO VERIFY AT LEAST O ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. w Q WITH MIN. DIMENSION OF 24" IN HEIGHT AND r -- 20IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. BEDROOM 410. BALLOON FRAME ALL EXTERIOR WALLS �� 9' CLG. z" (ABOVE 8'-1") TO UNDERSIDE OF ROOF -- Q 1'4" 3'-4" 1O'-8" x 10'-6" SHEATHING - PROVIDE FIRESTOPPING EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 11, ALL HANDRAIL BALUSTERS TO BE LL d 4.4SPACED SUCH THAT A 4" SPHERE CANNOT u. o PASS BETWEEN BALUSTERS. Q co 12. ALL ELECTRICAL AND MECHANICAL 10'OZ' N2Z'-5 \ co (n2668 �4 EQUIPMENT & METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; �' N CONTRACTOR TO VERIFY. ro N 3 13. FOR ADDITIONAL NOTES SEE GENERAL ) " << NOTES ON TITLE SHEET & DETAILS. U. 0 0 Z-4" 7 2* N Q 1.0 266$ 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE 96" ABOVE FINISH FLOOR (O.N.O.). D W 1 RI EJ D W 1 RISESro m co rn 15. WINDOW MANUFACTURER TO TEMPER ALL � "4 40 P R IS m @ 40' P R 15 WINDOWS 2' WITHIN DOORS, OVER TUB & Q) W 102' w SHOWERS 7 WINDOWS WITCHING 18" OF THE o r — _ _ — — OPEN HANDRAIL _ RR/S� FINISHED FLOOR. a. a i N BEDROOM 3 Lu 9' CLG. 0 2468 2p68 = 10'-7" x 11'-11" J o ! i Q o 2668 (2 2068 11'-2" --- I 8_ I 18" 3'7 2" 10" 3'7" 1'-8" i 3"5� 2'-1 a7 ! 18" D/S I ---- i \ (2)4068 - R/S 2468 PKT BEDR60M 2 CATHEDIAL CLG. I 11 —4 K9'—8 o X- • 0�\ I I 4 O I I t_✓J LTJ �P LTJ I 1 I 1 I I ctI 1 .0 I I I 1 o � 0 1 I I I 1 I I 4020 SLIDER @84"AFF I I I I (2)SH 3050 5'-7Y2 T-3" 2'-112" 2'-6" 4'32" 3'4" 4.32,. @84"AFF 10'-102" 5'-52" 11'11" 28'-3" F� ria PLAN NOTE : �j 5 � 5 AREA TABULATIONe 'l q� ! ALL DOORS TO MAIN FLOOR PLAN 1462 SQ.FT. L SECOND FLOOR 725 SQ.FT. F HAVE 4- 1 /2" RETURNS TOTAL A/C AREA 2187 SUT. y;. °x LL ! „ Q 2 N FRONT PORCH 166 SQ.FT. coy � LANAI 124 SQ-FT, c ° S c O _ r GARAGE 437 SQ.FT. 4 a CL • JOB NO. 04-B1-0043 C` OND TOTAL AREA 2914 SQ.FT.SECOND FLOOR FRAMING PLAN SEFLOOR PLAN- HAWKINS SCALE: 1/4"=l'-O" SCALE: 1/4"=1'-O" SHEET TITLE SHEET MAIN FLOOR FLOOR PLAN A2.2 2"2 na -7(/0 PaUdM4 lake- ms's CITY OF ATLANTIC BEACH Sfs 800 SEMINOLE ROAD a ATLANTIC BEACH,FL 32233 - INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029060 Date 11/09/04 Property Address . . . . . . 1908 CREEKSIDE CIR Tenant nbr, name . . . . . . SFR 970 RADON/0 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation 418268 Owner Contractor ------ --- ------- --- - ---- -- ---- ----- ------------- GATEWAY SELVA LLC THE DESIGN- & BUILD GROUP, INC. 1908 CREEKSIDE CIRCLE 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 838-2242 (904) 241-2228 ----------------- ---------------------------- ------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 23 FIXTURES Sub Contractor J & L SERVICES OF NORTHEAST FL Permit Fee . . . . 196 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 196 . 00 196 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 196 . 00 196 . 00 . 00 . 00 PERMTT IS APPROVED ONLY IN ACCORDAA, WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINGDES. 414.. ( BUILDING OFFICIAL CITY OF ATLANTIC BEACH r PLUMBING PERMIT APPLICATION Date: h 1`f Property Address: t r r jr Owner: �P�1� 1�.i ��y t, � � �I� N ;F tl:.>; 13�--°Telephone #: Contractor: �r FN aiS 09 Tele hone#: F 72, Contractor Address: 't �l"'_ ��K► ®1,e^ 1 Fax In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the build' rmitt nurab�r O Re-Pipe Number of Fixtures: Bath Tubs Z Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains " Washing Machine Lavatory I Water Sewer Water Heaters i Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 2- 3 X$7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/04 1901 G00119% (J. 1 L� August 22,2004 Power of Attorney Agreement 1,Joseph V. Del Carmen, of The Gateway Holdings Croup-Selva,hereby appoint Stephen Kirsten,of The Group Design& Build,as my attorney in fact to acl.in my capacity to do every act that i may legally do through an attorney in fact_ This Tx)wer shall be in 1'u11 rome and effect on the date below written and shall remain in full force and ellect until December 1, 2004 or unless specifically extended or rescinded earlier by either party. DAMU 2XItsh State of Florida County of Duval JS et CITY OF ATLANTIC BEACH 1, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029060 Date 10/14/04 Property Address . . . . . . 1908 CREEKSIDE CIR Tenant nbr, name . . . . . . SFR 970 RADON/0 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . 418268 Owner Contractor --- - -------------- ------ ------ -- ---------------- GATEWAY SELVA LLC THE DESIGN & BUILD GROUP, INC. 1908 CREEKSIDE CIRCLE 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 838-2242 (904) 241-2228 -------------- -------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1452 . 00 Plan Check Fee 726 . 00 Issue Date . . . . Valuation . . . . 418268 ------- -------- ------------- -------------------- ----- ----------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 24 ST CONSTRUCTION SURCHARGE . 00 STATE RADON SURCHARGE 4 . 60 WATER IMPACT FEE 270 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due -- -- ------------- ---------- ---------- ---------- ---------- Permit Fee Total 1452 . 00 1452 . 00 . 00 . 00 Plan Check Total 726 . 00 726 . 00 . 00 . 00 Other Fee Total 309 . 84 309 . 84 . 00 . 00 Grand Total 2487 . 84 2487 . 84 . 00 . 00 City of Atlantic Beach *** CUSTDER RECEIPT +** Ooer: DWWREK Type: OC Drawr: 1 Date: 19/14/94 81 Receiot no: 3981 Description Quantity Mount 2N4 29869 BP BUILDING PERMITS 1.88 $2487.84 Tender detail CK CHEM( 3173 $2487.84 Total tendered $2487.84 Total payment $2487.84 Trans date: 18/14194 Time: 19:82:56 ITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA deal BUILDING OFFICIAL irLy;lJ CITY OF ATLANTIC BEACHD. Ford BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road . Doe r Atlantic Beach,Florida 32233 " (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0 4 - 2 9 060 Property Address: 1900 G�F-1EK S I D E C 1 R. Applicant: T H bE 51 G N � WILD C—R 0 U P INC . Project: 5 IN&LfF F AMI LY 915IDtN cE This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: ` l Date: �� Vit!.LlrlJ' CITY OF ATLANTIC BEACH r PERMIT CALCULATION SHEET J X13 Date: Address H4 �S 7-1a]G l Heated Square Footage 3 S' W 22- @ $ /t 4? per sq ft = $ ? �' Garage/ Shed @ $ per sq ft= $ Carpor %Porch _@ $ r per sq ft= $ Deck @ $ per sq ft = $ Patio @$ per sq ft = $ TOTAL VALUATION: $ ,2 Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: '$ ? + 1/2 Filing Fee $ FLOOD ZONE: _ (1) Fireplaces @ $35.00 $ 3 S IMPERVIOUS SURFACE: , :) ,0 W' BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C (5j?0) RADON HRS .0050 $ SECTION H PAVING ( ) $ - -- CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 SEP P CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION v~ (New/Residential & Commercial) DMI Date: Job Address: Owner's Name: Address: Phone: Legal Description um er: / 2- Lot Number:_� .Zoning District: Contractor: S91&) 012.6-. State License Number: l5 d 5-7 45" Address: _51;� A' ZQ Phone: Z�yL-Z pS� City: /YT7aQ�U`t&.., i—h,,-4 State: (moi.. Zip:,22.;?„?Fax: 961#-241 Describe proposed use and work to be done: S 4i5- TN!'Y�ijQ Present use of land or building(s): SD Valuation of proposed construction: c-ze, Is approval of Homeowner's Association or other private entity required? A/0 If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? (j3/NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. Qj*�10. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.cLatlantic-beach.fl.us Page 2 Revised 1104 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provided with this application is correct. Signature of Owner: - '` L�- Date: 2(a 3 01F I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. �A3 -�ZSignatttreofContractor: Date: _ If Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Phone: Fax: E-Mail: AS TO OWNER: s Swom to and subscribed before me this a� day of 1P+' ,20�. State of Florida,County of Duval "�'•. JENNIFERSCHLUTER Notary's Signature:. �`�' MY COMMISSION k DD 12`1301 EXPIRES:May 27,2008 E?-Personally known TN0181YPt Urd§ "6`s ❑ Produced identification Type of identification produced AS TO CONTRACTOR: �1 �{- Sworn to and subscribed before me this 3r day of 20 State of Florida,County of Duval r Notary's Signatur . JEW41-FA 804 Personally kno l) MY C0� EXPtt V' +� _ ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.cLatiantic-beach.fl.us Page 3 Revised 1/04 MIN, RETURN >l3ook 1205$ Page 162 NOTICE OF COMMENCEMENT State of rZ-OR/ tD A Tax Folio No. County of DkVAC_. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved:E94LIA ZAMf�/,�,// � �/L God /p Address of property being improved: 1 SAP9- General description of improvements: Owner: C Address: FL. 3 2-1S'0 Owner's interest►n site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: Address: Phone No: 2-,ell— Z2.2.Q' Fax No: 2-w--00-443 Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone 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 W ER Signed:__ Date: Before me this day of in the County Do1vai, Statof Floridarod#• e Pa I�e• 162 N Public Large,State of Florid County of Duval Filed & Recorded 09/24/2004 09:54:13 AN My commission expires: -7 3IN FULLER Personally Known: k.-I or CLERK CIRCUIT COURT Produced Identification: DUVAL COUNTY F„,,, — RECORDING $ 5.00 X.A JENNIFER SCHLUETER TRUST FUND 1• 'Z MY COMMISSION#DO 121301 REC ADDITIONAL $ 4.00 = EXPIRES:May 27,2006 ° Bonded TMu Notary PWkc Ur.Mwr#ers III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes" No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes, No N/A V"' (FBC 13-602.I.ABC.1.1) 3_ G 4. Is the"R"value for added insulation on exterior walls shown? Yes/ o N/A PLANS EXAMINER: �1 nl n '�( DATE: < J S. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes %/No N/A / /f � 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A✓ OWNER:�/t{Tr o� �� ��L 01,01- 1 L C JOB ADDRESS: C.l+ ll_ !r 7. Are Energy Credits Claimed? Yes fNo N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes 1`No N/A CONTRACTORc-sf4'-}-g%J(LO 1e--,- PHONENUMBER: B. White Roof Credit (FBC 13-607.1.A.5) Yes ,"No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes -'No N/A (CIRCLE) 1. Survey; / IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes V o N/A 1. Are all footings shown,including interior bearing walla, 2. Is correct Flood Zone shown? Yes r No N/A Column pads and concentrated loads? Yes V'"No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes y'`No N/A in an"A'or"V"zone? Yes No N/A✓ 3, Are all elevation changes in slab shown? Yes No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A t/ 4. Is minimum concrete PSI shown? Yes✓No N/A 5. Is property in a flood way7 Yes No N/A d 5. is slab reinforcement shown? Yes v'-'No N/A 6. Is flood way line shown? Yes No N/A ✓ A. Wire mesh size and gauge? Yes. No N/A� B. Fibermesh reinforcement? Yes vl'% N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes ✓No N/A IL Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes V'No N/A 1. Are plans sealed by architect or engineer? Yes t/''No NIA 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes✓'No N/A A. Are structural calculations submitted? Yes ✓No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes✓.No NIA Strength not less than 3. Is exposure category shown? (FBC 1606.1.8) Yes No N/A PSI at 28 days? (FBC 1804.5.1) Yes tlNo N/A 4. Is Importance Factor shown per FBC Table 16067 Yes✓No N/A 10. !f pile foundation shown,is is Sealed Soils Report submitted) 5. Are pressures for wind loading on components and cladding (FBC 1805.1) Yes No N/A t/ Shown per FBC 1606.2.57 Yes{"No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes v,"'No N/A I. Is finished grade shown? Yes✓No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes ve�,No N/A stories and allowable area? Yes-I'No N/A A. Minimum 8"above adjacent grade? Yes Vol''No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 / B. Flood protection elevation? Yes No N/A for structural elements? Yes �/ No N/A C. Base flood elevation? Yes V o N/A 9. Are plans designed per SSTD 10-99? Yes No N/A✓� 3. Is minimum footing depth beneath finished grade shown? Yes,,No N/A A. Are all appropriate charts and tables shown? Yes No N/A+ (FBC 1804.1.3) t B. Are all appropriate requirements circled or highlighted? Yes No NIA 4. Are all footing sizes shown? Yes V'No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes No N/A Construction in High Wind Areas'? Yes V No N/A 6. Is vertical reinforcement shown? Yes re`No NIA A. Are all appropriate charts and tables shown? Yes✓No NIA 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes ,/No N/A A. Is exterior wall finish shown? Yes No N/A II. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown) Yes o N/A High Wind Areas? Yes V No N/A C. Is exterior wall insulation shown? Yes �o N/A A. Are all appropriate charts and tables shown? Yes ✓Yo N/A D. Is exterior wall finish shown? Yes ,,"'No N/A B. Are all appropriate requirements circled or highlighted7 Yes ./No N/A 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Concoction A. Is stud size,spacing,grade and lumber species shown? Yes ✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No N/A'- B. Is exterior sheathing(type and thickness)shown? Yes V DF6 N/A A. Are all appropriate charts and tables shown? Yes No N/A t! C. Are nailing requirements(size and spacing)shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes V"No N/A I5. Does bedroom open directly into garage? Yes No�+" N/A E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes No N/A grade shown? (FBC 2304.2.5) Yes /r�Io N/A G. Are shear wall segments shown? Yes No N/A 17. Is Designer's name and address shown on plans? Yes No N/A A. Type of hold-downs shown? Yes s/No NIA Is. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes V No N/A and FBC 10 12.1.57 Yes vo`No NIA 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes-"' No N/A 19. Are habitable rooms shown with the minimum light and ventilation IL Is ceiling type shown,drywall thickness? Yes.t No N/A requirements of FBC 1203.1? Yes e'No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes✓No N/A wind load requirements for components and cladding per FBC 1606? Yes v"No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes`,/'No N/A 1. Rafter size shown? Yes No N/A ✓ 22. Are stair details shown? Yes #O'No N/A 2. Species of lumber shown? Yes No N/A✓ A. 12 minimum stair width shown? (FBC Table 1004) Yes 4 r jslo N/A 3. Grade of lumber shown? Yes /No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes v/'"No N/A C. Type of roof sheeting shown? Yes v.-"No N/A C. Do spiral stairways comply with FBC 1007.9.2? Yes V,No N/A 1. Thickness of roof sheeting shown? Yeses No N/A D. Are required landing shown? (FBC 1007.4)? Yes k''No N/A 2. Grade of roof sheeting shown? Yes_�'No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes V,-No N/A 3. Nailing pattern of roof sheeting shown? Yes✓ V,-No No NIA 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A✓ D. Weight of Dry-1n felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes No N/A y'' E. Type of roof cover shown? Yes v No N/A A. Duplex (FBC Table 704.I) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes No N/A ✓ 25. Are all columns and beams shown for porches and lanais? Yes✓No N/A 2. Attachment of tile roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes f No N/A (FBC 1507.3,7) B. Are beam type,size,span and anchorage shown? Yes✓No NIA 3. Other roof covering and attachments shown? Yes V"�No NIA 26. Are all lintel and beam details shown? Yes v'No N/A F. Length of roof overhang shown? Yes.?�No N/A 27. Are engineering details provided for butt glass? Yes No N/A V'rte G. Type of soffit and fascia shown? Yes ur-'No NIA H. Attic ventilation shown? Yes V No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓No NIA 1. Are engineered truss plans provided showing loads,uplifts and J. Type and ag uee of eave metal shown? Yes y�No NIA required connections? Yes ir"No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes,,No NIA 3. Framed root VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A b application? Yes V"No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yeses No N/A species,grade of lumber,span and connections? Yes No N/A yr' 3. Are all door and window sizes shown? Yes V-No NIA G. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? YesV'No NIA grade of lumber and connections? Yes No N/A S. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes Y No NIA of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes L+ No N/A 4. Is roof sheetingindicated,showing 7. Are all shear wall segments shown? Yes v No N/A pattern? B type,thickness and nailing Yes ,oNo N/A 8. Are all hold-downs and hurricane anchorages shown? Yes f No NIA 9. Is required attic access shown? Yes V,1 No N/A 10. Are all plumbing fixtures shown? Yes%,^o N/A VIII. Floor Framing, 11. Are all electrical fixtures shown? Yes w-"No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes W J o N/A uplifts and connections? Yes`0'No N/A A. Is air handler and condensor location shown? Yes•°° No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes 1/No N/A grade of lumber and connections? Yes _eNo N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes �,^o NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes Woe N/A Have a 29"net clear door opening and handicap accessible route? (FBC I I-I l) Yes .-14o NIA FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1908 Creekside Court Builder: Design Build Group Address: 1908 Creekside Ct Permlttin Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems I 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 11.00 _ 4. Number of Bedrooms 6 b. Central Unit Cap:42.0 kBtu/hr _ 5. Is this a worst case? No SEER: 11.00 6. Conditioned floor area(ft') 3582 ft' c. Central Unit Cap:24.0 kBtu/hr _ 7. Glass area&type Single Pane Double Pane .._ SEER: 11,00 _ a. Clear glass,default U-factor 0.0 ft2 686.0 ft- _ 13. Heating systems b. Default tint 0.0 ft= 0.0 ft' _ a. Electric Heat Pump Cap: 1.8.0 kBtu/hr _ C. Labeled U or SHGC 0.0 ft' 0.0 ft' HSPF:7.10 _ 8. Floor types _ b. Electric Heat Pump Cap:42.0 kBtu/hr a. Raised Wood,Adjacent R=19.0,418.0 ft~ _ HSPF:7.10 _ b. Raised Wood,Stern Wall R=19.0, 139.0 ft= _ a Electric Heat Pump Cap:24.0 kBtu/hr c. 1 Others 135.0 ft' HSPF:7.10 _ 9. Wall types 14. Hot water systems a. Concrete,Int Insul,Exterior R=7.0,585.0 ft' a. Electric Resistance Cap:50.0 gallons _ b. Frame.Wood,Adjacent R=13.0,200.0 ft' _ EF:0.91 c. Frame,Wood,Exterior R=I 3.0,2257.0 ft' b. Electric Resistance Cap:50.0 gallons _ d.N/A _ EF:0.91 _ e. N/A c. Conservation credits 0. Ceiling types _ ('HR-Heat recovery,Solar a. Linder Attic R=30.0, 1548.0 ft' _ DIP-Dedicated beat pump) b. Under Attic R=19.0,468.0 W 15. I-TVAC credits MZ-C,MZ-H c, N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0.. 150.0 ft' _ PT-Programmable Thermostat, b. 2 Others 250.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) - Glass/Floor Area: 0.19 Total as-built paints: 52026 PASS Total base points: 52940 f I hereby certify that the plans and specifications covered Review of the plans and -�YIE ST by this calculation are in compliance with the Florida specifications covered by this yo4 aT�o Energy Code. calculation indicates compliance y `,,,'' _= 4 PREPARED BY: with the Florida Energy Code. ' Before construction is completed _ ? r -- d DATE: 21 this building will be inspected for ffi I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. ob ' • WNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1908 Creekside Court Builder: Design Build Group Address: 1908 Creekside Ct Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 11.00 4. Number of Bedrooms 6 _ b. Central Unit Cap:42.0 kBtu/hr 5. Is this a worst case? No _ SEER: 11.00 _ 6. Conditioned floor area(ft2) 3582 112 c. Central Unit Cap:24.0 kBtu/hr 7. Glass area&type Single Pane Double Pane _ SEER: 11.00 a. Clear glass,default U-factor 0.0 ft2 686.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ c. Labeled U or SHGC 0.0 112 0.0 ft2 HSPF:7.10 8. Floor types _ b. Electric Heat Pump Cap:42.0 kBtu/hr a. Raised Wood,Adjacent R=19.0,418.0 ft2 _ HSPF:7.10 b. Raised Wood,Stem Wall R=19.0, 139.0 ft2 _ c. Electric Heat Pump Cap:24.0 kBtu/hr _ c. 1 Others 135.0 ft2 HSPF:7.10 9. Wall types _ 14. Hot water systems a. Concrete,Int Insul,Exterior R=7.0,585.0 112 _ a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Adjacent R=13.0,200.0 ft2 _ EF:0.91 c. Frame,Wood,Exterior R=13.0,2257.0 ft2 _ b. Electric Resistance Cap:50.0 gallons _ d. N/A _ EF:0.91 _ e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1548.0 ft2 _ DHP-Dedicated heat pump) b. Under Attic R=19.0,468.0 ft2 _ 15. HVAC credits MZ-C,MZ-H c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ft2 _ PT-Programmable Thermostat, b. 2 Others 250.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.19 Total as-built points: 52026 PASS^ SS Total base points: 52940 r/-1 I hereby certify that the plans and specifications covered Review of the plans and THES74), by this calculation are in compliance with the Florida specifications covered by this do Energy Code. calculation indicates compliance ,,,;''% = with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 21 this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 flo oy�` Florida Statutes. °D we compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1908 Creekside Ct,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3582.0 20.04 12921.0 Double, Clear S 14.0 8.0 22.0 35.87 0.46 361.1 Double,Clear S 2.0 8.0 17.0 35.87 0.86 522.0 Double,Clear N 2.0 15.0 44.0 19.20 0.99 834.7 Double,Clear N 2.0 15.0 11.0 19.20 0.99 208.7 Double, Clear W 2.0 15.0 44.0 38.52 0.99 1673.9 Double,Clear S 14.0 9.0 45.0 35.87 0.47 757.8 Double, Clear S 14.0 9.0 26.0 35.87 0.47 437.9 Double, Clear S 2.0 22.0 17.0 35.87 0.99 604.6 Double,Clear S 7.7 9.0 30.0 35.87 0.54 582.4 Double,Clear S 7.7 9.0 26.0 35.87 0.54 504.7 Double,Clear SE 11.5 9.0 23.0 42.75 0.45 444.1 Double, Clear E 10.0 9.0 23.0 42.06 0.49 474.1 Double, Clear E 10.0 9.0 45.0 42.06 0.49 927.6 Double,Clear N 2.0 9.0 48.0 19.20 0.95 876.8 Double,Clear N 2.0 4.0 6.0 19.20 0.83 95.8 Double,Clear N 2.0 9.0 22.0 19.20 0.95 401.9 Double,Clear W 2.0 9.0 18.0 38.52 0.93 647.1 Double,Clear W 2.0 9.0 56.0 38.52 0.93 2013.3 Double,Clear S 2.0 4.0 45.0 35.87 0.66 1064.9 Double,Clear S 2.0 11.0 17.0 35.87 0.93 566.7 Double,Clear E 2.0 6.0 31.0 42.06 0.85 1105.8 Double,Clear E 10.0 8.0 16.0 42.06 0.46 311.7 Double,Clear N 2.0 5.0 54.0 19.20 0.87 903.0 As-Built Total: 686.0 16320.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 200.0 0.70 140.0 Concrete, Int Insul, Exterior 7.0 585.0 0.70 409.5 Exterior 2842.0 1.70 4831.4 Frame,Wood,Adjacent 13.0 200.0 0.60 120.0 Frame,Wood, Exterior 13.0 2257.0 1.50 3385.5 Base Total: 3042.0 4971.4 As-Built Total: 3042.0 3915.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 102.0 6.10 622.2 Exterior 102.0 6.10 622.2 Adjacent Wood 19.0 2.40 45.6 Base Total: 121.0 667.8 As-Built Total: 121.0 667.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1908 Creekside Ct, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1548.0 1.73 2678.0 Under Attic 30.0 1548.0 1.73 X 1.00 2678.0 Under Attic 19.0 468.0 2.34 X 1.00 1095.1 Base Total: 1548.0 2678.0 As-Built Total: 2016.0 3773.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 135.0(p) -37.0 -4995.0 Raised Wood,Stem Wall 19.0 139.0 -1.50 -208.5 Raised 557.0 -3.99 -2222.4 Raised Wood,Adjacent 19.0 418.0 0.40 167.2 Slab-On-Grade Edge Insulation 0.0 135.0(p -41.20 -5562.0 Base Total: -7217.4 As-Built Total: 692.0 -5603.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 3582.0 10.21 36572.2 3582.0 10.21 36572.2 Summer Base Points: 50593.0 Summer As-Built Points: 55645.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 55645.6 0.214 (1.000 x 1.147 x 0.95) 0.310 0.950 3794.8 55645.6 0.500 (1.081 x 1.147 x 0.86) 0.310 0.950 8854.5 55645.6 0.286 (1.090 x 1.147 x 0.86) 0.310 0.950 5059.7 50593.0 0.4266 21583.0 55645.6 1.00 1.080 0.310 0.950 17709.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS eSj- RE# b OTHER INFORMATION r I t EEI i 777777777777 APP RDVED ►1Y Of A7 I - LAN71C BUILD C FICE CH Da i�Gu_ L / } 1,YI I 1 Z !/39301 5//l�E /.'- -M' f� 3 I l�KGB I FL JS r -- --- • } //- E-//T 94//_♦ I I / LG II , --�--_ . �� °r 4 ' L✓O—!_+, EDC.=� __} I • moi„—_--__ ___---. 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MILLLR OF SPECIALTY 5Trzuc-FurzE DE510 51TE ADDR�55 FOR CLIENT / CONTRACTOR, ---. ---__-'- - - PATS- ----- - - 5L1LET # OF '3 3'coMPo-NTC- RoaF co o Roo 3 7/ijit / \ L" L.L 1-,--" .J n i5. r 24WTAL I[ICICPI' LIZ-1-1 � ,2'4'Iv �AL fGfcVdTE, ' � 10-6- - - T io•6. LEFT -401- EL_EV4Tl0N r RIOT -')IPL ELEVATION 30' L7 r � 2X2X0.044' UOLLO\V EDGE 6EAM ,�yy'{ `.t S — --L-- - --- ----- - - 1 �;i / ' 24'(4P-TAL'ICI 14•MEfAL f L 27. 0- PATIO ENcL 0-')U -L i R-LAPR ELEVATION w , v>t. / \ RAN OOF PED ' -� 2 Gl1TTE� .:. t - - - - -- - - - - -- - - - - - 2X2 - - - -- - -- -- - - - -2X2 LLAPER , i ��U` EDGE .11 L10U SE I ROOF PANEL CLEAR .SPAN I PATIO I (1Jo-')T) I I n I\ Izaof ROOF - -SIDE \\/ALL POST(5) OVEv_.IJAHq I oV�wJANG I I i3EAR10G WALL PO-5T(5) 2"` be��� — 2X2 VJCV-PLATE / CIJAIZ RAILJ . �t - 24' ICJCICPLATE / ... . -2 -ACI #4 AR-.S --CON(f2=TE -SLAE5 FouNPATIoN to A TdL-V- NEP EDGE FOOTING PRL.�NT ALONG E5EAPJNG WALL t ` I 0- "a . —(� -- -- ----- _ — > : ti PATIO PR.O.JLCTIOH (\VIDTLI) _,.`•! TYPICAL_ )[-cTIOH i 51PE i VA) VIS\u r, . r, COPYRAGLIT NOTICE COPY12-<LIT 1999 - ALL Iz1GL1T-5 RE.SERVEP DY .SPECIALTY -')TRUCTuRL DE SIGN ANP/OR DAMP \V, MILLER k PRA\VING TITLE — — -- -- - - - PROPERTY 0\VNQQ; DESIGN / PRA\VING t5Y DAVID \V. MILLER Of .SPECIALTY STRUCTURE DEIGN sITE PAT: _..._. __ �L1EET # 0 4' r FOR CLIENT / CONTP-ACTOR _ _ . — --. __ T - -- ---- - �� F ' ROOF • SELECT EDGE EiEAJ.I TABLE 1 SOLD ROOF . LW W NDOW FRAMCU CAN ATTA01 FOR MAX. x DIRECTLY TO HEADER 11PR1CiT LENf3TIt r x L- 3-VT SLAB ON GRADE VARIES NO MAX M EV. SLAB OR ON Com) GLASS WTDOW INSTALLED PER CR MkMEG7 FOOTING MANLFACTURERS 9KCF)CATK)NS TYPICAL CLASS ROOM WITH SOLD ROOF. TYPICAL FRONT VIEW FRA 04G - (I- # OF tIPR1GW 13 MEANXIED FROM TCP OF rxr PLATE TO BOTfoM OF WALL BEA14 CONVEKrONAL FRAMING OR ALUWW COVER SYSTEM SHEETHO BOTH SIDES ANCT`K7R WITH #8 x V2' SHEET METAL ALTERNATE CCMECTION AT FASM ALLOWED LOAD WIDTH SEE SECTK]N 7 FOR DEfALS FOR ROOF PANELS E ALL►.'[4.M SEEETNG OR VINYL r � SCW ROOF LW O P/2 P/2 a co U) EXl3TI GG Q SQE BEAM AND COLUMNS ° STRUCTURE 1+ GLASS ROOM WALL SECTION PER TABLES I I - 0 Z VAFttC3 SOLD COVER P - PRO.ECT10N FROM BLDG J LW - LOAD WDTH I I EDGE BEAM � P VAFtIEB f �M 7 x Z x 0.044' �JR (7YPICAU I I I I MA)a" WIDTH - I LL) TYPICAL SCREEN / GLASS ROOM Encs BEAM 'Art I yy v SFf E MI M Otiv SCE ROUGH OPENING I Cn NOTES: ANCtICFI r x T OPEN BACK DCfFdtSEON WMI V4•x2-V4' CCN09ETE WITH NO}EJB 2- x 2- FASTENER MAXM-U OF 2•-0. ON CFNfER AND W1THt4 B' OF Lff"f-r NOIRES ANUCH T x 2' TO WALL WfTH 2-V2' #to StIEEf METAL SCFEW3 WTfH SLAB 3-VT MIlM WASEfRS 2'•0' ON CENTER ANCtIOR BEAM AND COLO M NTEFWAI.LY (SEE DETAL) W OR WTH ANCFICR CLP3 AND #10 SCREWS AND WASHERS. n n ke*A.M SLAB TFICIUESS FOR SLAB ON GRADE IS 3-V2' CC JCRC E. SELECT FRCNT WALL BEAM FROM TABLE U3NG LAMER 'A' VALUE OF U P/2 OR P/2 + OR TYPICAL ELEVATION GLASS ROOM WALL C m P' IS CLEAR DLSTANCE FROM HOST STRUCTLIRE TO FRONT WALL BEAM m m Wind Load to Snow Load Conversion Tablo (D 50 Yr. Snow Load Snow L Wlnd Load / Buk*V Type U LL SPANS PER TABLES 5 - 25 #/Sq Ft. 3 - 15 #/S4 FL 05 MP1i Open &AdCq 0 x SOLD ROOF 26 - 30 #/Sq. FL 15 - T7 #18% Ft 100 MPti: Open BULA-Q o STFdJGTLttAL OR PAN 31- 35 #/Sq FU 17 - 10 #/54 FL 720 MP}i Open Bi4dr); m PANEL SPAN A• 36 - 60413q. FL 19 34 #/Sq. FL 110 MPlir Endosed Buf 1rp a A SEE TABLES 61 - 70 #/Sm Ft 34 - 3fI #/S, FL 120 MP}-L• Fscbeed &A*qbJA1� 2 19Ct3 Select root a from wal members appropriate wtxl ad tables 1 E H * N THE DESK143 AND SPANS SHOWN ON T1-ESE DRAWINGS ARE BASED ON THE LOAD PEQLX%EW-WS FOR TI-E FOLLOWIk3 CODES. 1) STANDARD MXDM CODE IM, CENPTETi 18 f •_ � NCLLIDf,n SSTD 2)BCCA HATKttA. BL&DN G CODE tOt13 3)TEXAS DEPARTIAEla OF ItSLRANCE WIDST O__, s 9 3 J t 5 StAEET .)OB NAME. _r ADORES& # - LPREGNr FE7C4fTS 1 TYPICAL FLAT ROOF ENCLOSURE TYPICAL GABLE ROOF ENCLOSURE 7 DRAWINGFOR CkfE frT PERONLY OF qb8 - a-D ea n vc . HEADER BEAR( EDGE BEAA4 _ (7J t10 x T SHEEP METAL SCREW SDE WALL HEADER ATTACHED TO INTO SCREW SLOTS r x 2' x 0.044' OPEN BACK WITH ANCHOR T x 2' x0.044'PLATE MN (2)t10 x'1 V2'SJ.CS. TO CONCRETE WITH V4'x 2-V7 r x 2' x 0.044'OPEN BACK ATTACHED CONCRETE ANCHORS WITHIN G'OF TO FRONT POST YM t10 x 7 SMS.MAX. EACH SDE OF EACH POST AND 24' d'FROM EACH PLRLN AND 24' O.C. SDE WALL PURLriS ATTACHED TO O.O MAX r x x x 0.044' OPEN BACK WITH M!1(W t10 x 1-V2' SMS. N r x 2'EXTRUSK)N SCREW BOSSES FRONT WALL PURLN O SDE WALL PUFV-M ATTAC7-ED TO 1-V$' MN. N CONCRETE0 f T x 2"x 0.044" OPEN BACK WITH MN. (2) t10 x 1-V2' SMS. 14 •• d SCOW BOSSES MN. 3-V2' SLAB 2500 PSI CONC. 4xB-10x10 W.WM OR FIBER MESH r VAPOR BARRIER LtJ--,M CONCfCTE 0) FRONT AND SIDE BOTTOM RALS ATTACHED TO CITE WITH O V4' x 2-V4' MASONRY O(.ICK SET CC ST AND 24 CENTERROM R�MAXSA WALLS HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL r A MR r FROM EDGE OF ATE > Z M a — (4) t10 x V2• SS. EACH SDE d 2" x 7 CR 7 x 3' OR T SMB POST OF POSTER vii HEADBEAM TYPICAL CORNER DETAIL i0o ° _ w a V BAR CR (JSSET PLATE CC M AtKHi r x 2' x 0.044' PLATE CGAPO TTE ROOF PANELS 1 U (4) V4' x 4' LAG BOLTS WITH TO CONCRETE WfTHI V4' x 2-V2 �� (3) # PANELS A x 7 z VB' 3TANGLE D CO SDE WITH 1-V4' FENDER WASHERS (3) t8 x V2' SMS. PER 12" PANEL CONCRETE A1K>iCft,9 WC7FN 8' OF ATTACtI 70 POST A CONCRETE EACH SDE OF EACH POST AT 24' PER 4'-0" PANS. ACROSS THE - AT LORA BEARING WALL WITH FRONT AND 24. O.C. ALONG O.0 MAX. OR TMOUGH ANGLE AT Cv t10 x VZ' S-AS. EACH SDE W SIDES (WALK-CM 24' O.G. MAK [L FZ N r x 2 EXTmaoN HEADER ArrACl-QED TO POST WITH [ U Y MR (2) t10 x 1-v2' SMS. N SCREW 1-V8' MN. N CONCRETE � � 6 � Z x 2' OR 2' x T HOLLOW BossEa MN. 3-VT SLAB 2500 PSI cart � K -� SEE SPAN TABLE HEADER Bx0-10x10 W.W)4 OR FIBER ICSH( a Cn C3 VAPOR BARRER LI + 04XS RAL A K"PLATE 7 x 2" x 0.044' HOLLOW RAIL U 2' x2', rx3' OR3' x2' HOLLOW POST K(2) ti TO BOTTOM . SEE SPAN TABLES SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL. � W wrm MN.(2) t10 x >-vr sMs. 0 IN SCREW BOSSES (� a FOR SHUT' EXTRUs70N3 CHAR RAI J AN 0 4 EXZSTNG SLAB MAY BE USED F N ATTACHED TO P03T WITH MN. (2) GOOD COf4 rION A APPROVED t10 x I-V2' SJAS. H SCREW BOSSES BY THE BUILDING OFF0AL rx2'xO.044. OPEN BACK BOTTOM RAL (A HLTI V2' x 3-V2-Kat-BOLTS APPROVED FOR W59 LPLFT WITH STD. PLATED CUT STEEL WASHER 4 - V4' x 2-V4' MASONRY ANCHOR 0 e' d FROM EACH POST AND 24• D.G. MAX d (A Sia- BOLT FOR 3' POST (2)3/8' BOLTS FOR T x 4•POST 2 TYPICAL UPRIGHT DETAIL CIF 7 ool:�_ay_� 0 1 lid O O +8 x V2' @ 24'O.C.(3 PER PANEL) 0 3„ © F C)Or � 1-VZ x I-V2' x O.OW ANGLE PRUAAY BEAM NL EACH SIDE OF CCN4ECTNG QO � SEE TABLE 1 OR 8 2 a BEAM WTfH SCREWS AS SHOWN O n ° W MAX ° v) ° Y x NY SUR HEADER ° � CAFQPtER BEAM Mink JM #8 SJALS. x 3/4'LONG x ° ° x SPE TABLE 3 W BER REQ A:tED EQUAL TO `4 ALTERNATIVE BEAM SORT `r BEAM DEPTH N NCtES RECENM CHMtiEl 6 $8 x VrJl� NOTE EXTFUSIO NS WTTH ffTERFU,L SCMW BOSSES TO STUD a 98 x V2' TO BEAM MAY BE CCN�JECTEP-WTM(2) 970 x fV2" 0 FI EF44A LY O O CARRIER BEAM TO BEAM CONNECTION z Cw i8 x VZ' (3 PER PAhE Pa 2 x RDCE BEAM 7-Vr x LV2" x 0.08(" ANGLE U) 3 EACH SIE OF CCM4ECT?I G BEAM I < ROOF/ P WITH SCREWS AS SHOWN I1 2z g x Lu 0 cr O co BEAM SUPPORT O STIRS TYPICAL PRMARY BEAM x x x x y SFE TABLE 1 OR 8 QO N r N 41 OEI n' r IL Mtr" 98 SMS. x 3/4' LONG c: d FRAMNG DETAILS NLF.BER RECD EQUAL TO BEAM DEPTH m p TTE STFt11C7UFW. ADOPTIONS A9 SHOWN 14 T1iS R NOTE EXTRtISIOFN5 W M HTERNAL SCREW BOSSES W V dF V PACKAGE ARE DEWNED TO BE MA1�D TO A MAMFACTIRED MAY BE CCM1t C7ED WITH (2) 910 x 1 yr HOME STRUCTURE THE PER SLPPORT SYSTEM FOT THE ffTEj;f ALLY MANUFACTURED HOLE UVT AS D BY THE DMV x RULE i5-r-20072 AND THE NATXX AI. MANJFACTUSED HOU0SrNQ 0 CCNSTRUCTION AND SAFETY STANDARDS ACT 3280.306 !S ADEQUATE TO HANDLE THE ACOPTIONAL STRL17rU AL LOAD CARRIER BEAM TO WALL CONNECT}ON 7TaA113h17TEO 74 7}E MAN FACTURW HD*E 3TFL".RE BY J a THE STRUCTURAL ADO(TICK JAN 0 2 13 '3 THE PAN SPARS SHOWN ARE CALCULATED ON THE WORST CASE LOAD OF WTCI LPLFT CR 20 9 / M FT.LIVE LOAD E ,_ 1 s sr-1E�-r 3 . 7 OF OPTKNIAL CONCRETE CAP BLOCK OR BLOCK ANCHOR ALUA"FRA.E TO WALL OR _ POST N CONCRETE Y4 SAR t2' LONG SLAB WITH V4' x 2-Vx 1.1ASOMY AN l-*R WTTI•IN e-CF POST At D 24' O-C.MAXP" t FC(FtED CONCRETE REFER TO TABLE 24 (71 i4 BAA AT CORNt AS AND 10-0 O.C.F1 L (a !t4 BAR COrTTYAJOIJS L}( IAltr1 CELLS AND KNOCK OUr BLOCK TOP COLEYSE WTTH 3000 PSI PEA ROCK CONCRETE ' 8' x 8' x IT BLOCK WALL OAAX. 32) • . `�•���` DECK OR GROLM LEVEL (2) 44 BARS MR 2-1/2' CFF GRO" 4 + d ISOLATED FOOTING FMBCN FOOTNG OR MONOUTM F MONOUTI-IC SLAB IS USED SEE NOTES � Cf:DETAL.S BELOW INTERNAL OR EXTERNAL RECENWG CHANNEL 3' x 3'POST 7UFpl BOLTED TO A^'C-KN9 FISER KNEE WALL FOOTING FOR SCREENED ENCLOSURES 2-3/4' x 2-3/4' x 2-VY LONG 2-yr V8' T1JBr<J13 t WELDED COFrCG fk7N ALUM&M ATTAC3-t.a NT 2"x 2-x 0.083" ANGLES FASTEN PER TABLE 25 -- - 3-V2'CITE SLAB 8 x 8 - 10 x K) WELDED ' t2' x t2' x V4' PLATE WW MESH OR FBER MtSH CONCFETE U) • VtSQLE?;E VAPOR BAAR£R UZEA SLABS HAVNO STRUCTLRES A80VE O BASE ANCHOR CONNECTOR WELL ccMPncTFD CLEAN FLL OVER SAD � FOR POST TO SLAB CONNECTION NATURAL SOL 00% RELATIVE DENSITY -I > CONCFtEM FLLED BLOCK STEM WALL Z INTERNAL OR EXTERNAL ANGLE CLIPS 8' x 8' x IT Cmu } C nkKWSS OR REOLIFED POST O TOP OF GRADE j Er x 12' CONCREM FOO7NG WITH (1) 05 CONTrt.AUS U) LOCATE ON LtC6TUFtBFD NATUFIAL SOL ALLMN..M TL.BE COLLF.N 3' x 3' POST PER TABLE (1) t5 VERTK;AL BAA AT CCFtFR.S AND 10'-O' O.C. _ < EXTFLO D AL M BASE OR BPS-AK N 80 h 2500 pel COMJ F�E PRE-MDC � FORNIEDt RAISED PATIO FOOTING w C. CORRO 7CN RESt571VE STEEL T}iTU �^ 3/8' z 3 V2 e(X7LU BOLT PER SCHO I F '1— U T V d (2) xx 2' xYAN�3-EOR (1) LJ-C?ANiLxT °• CCI•K�fE SL�6 OR FOO•TNG a d � U) W d I 3' x 3' BASE CCfX>tETE ANCtgRS PER S(>EDLLE --------7. GALV. METAL STRAP (1,4 Gk x r) TUBE COLUMN BASE SCHEMATIC I r 8' x 8' x to CONCF rE BLOCK uj INTERNAL BASE a N PORCH POST CONNECTION 8' x 24' x 24' POLFED CONCRETE PAD � t.g (JL NOTE ATTACHMENT DE TALS SHOWN WQJPE DIAGONALI (2) t5 BARS (18' LONG) EACH WAY ALUMINUM CONVENTIONAL. CONSTRUCTION BRACNN�O FOR FREESTAJi COVERS I Rc CONCRETE POED CELLS WITH t5 BAA n (SAKFtETE PEADY MIX w/ GRAVEL) (D t ~ o PAD FOOTING 7-0' Mr-1. (1) is BAR CONT. (A t5 BAA CONT. U 5� BEFORE SLOP!~ _ _-_- Y 1l f` 31/2 / O I ! m - - - - ALLMN-IM STRUCTLF3E FOOTTIC'i O m 8' 2500 PSI CONCRETE WITH() t5 BAR CONI. a 8' 1.rr vC" 2-V2' OFF CFKX FD J i 04 TYPE I TYPE 1 TYPE X f er J FLAT SLOPE; / NO FOOTING MODERATE SLOPE FOOTNG STEEP SLOPE FOOTNG RIBBON FOOTING TYPE I 1� NOTES: 1 NO F0OTl4G REOURED EXCEPT WEEN ADORESSNG EROSION UNT>_ THE ROOM EXCEEDS IT-O'. ROOMS (PEATER THAN VY-O' USE TYPE 1 FOOTN(i ALUF.lu1M STRUCTURE F(X7TNCi � 2. FOOTINGS SHALL BE Mitt 2,500 PSI ATE VM 8x8-i0x10 WELDED WIFE MESH 2500 PSI CCtK�P:ETE WITH(3) t3 BAR CAVI. � OR FU93 MESH MAY BE USED N LEU OF MCSK ,• . MlrJf.E1F.1 2-V2' OFF GROUND SH"7 3. F LOCAL BLUX)G CODES FCQ)RES A L4*MM FOOTNG USE TYPE 1 FOOTNG CR FOOTNO SECT)W REOLX7ED BY LOCAL CODE, LOCAL CODE GOVERNS. � t2' A SLAB DETAILS ADDRESSING EROSION RIBBON FOOTING TYPE H 4 0F 7 W Table 1: Allowwable Beam Spans-Hollow Extrusions for Screen Table 2: Allowable Beam Spans-Self-Mating Extrusions for Table 3: Allowable Spans For CARRIER Bearns in a Solid Roof,OPEN Structures andr Vinyl[Open]Rooms with Solid Roofs Screen and/or Vinyl(Open]Rooms with Solid Roof (102 MPH Wind zone,Applied Load=17 lbs/sq.ft.) Aluminum Alloy 6063 T-6 Aluminum Alloy 6063 T-6gazowi Aluminum Allay 6061 7-6 e= rt u ary Load Width Applied Load 1rMq t, 20 I q. t 23#1 q- t. 2321q. t. Single Self-Mating Beams e - 22Y-6 w x x oa I t rt{. ;;>£ 5 x Allowable Span"L" - 6' 1 '•9" 11•9" 10'-i 1" 10'-3" 9•• " x x X 1 1 x x x 1 t 11" 1- 1 2"x 7"x 0.062"x 0.120" 18'-6' 15'-1l" 14-4 13-1 13'_1" 12'-1" 11'-4" 10'-8" 10"•1" 9'-8" 9'-3" 8'•10" 8'-7" \ 9' 10.5' 9'- " B'-11" e'•5' 7'-7" x X T 4• 1 1 - rd" 1 8. x x x 1 11 11' 2"x 9"x 0.072"x 0.310" 30'-2" 26'-1" 23'-4" 21'-4' 197 7 18'-6" -TT-5- 16'-6' 15'-9" 15'-1' 14•-6" 13'•11' 12 8'-11' '-3" '-s" 7'- " 6'• " oy 2 x3rx�0 am or xS s00 1 rt a ary OaWidth 6' 16'•6' t ta'-3" 13'•0" 1 '-1" Double Self-Mating Bearns 10'-0" 12'-n" la'-0' 16'-0" 18'-0" 20'-0" 22'A" 24'-0"1 26'-0' 28'-0" 30'-0" 32'-0" 7 Allowable pan 7 1 t 1 , '.f" f"--- 9' 1 '6" 12'-5- t r- " t '-11" t0" 2"x 9"x 0.072"x 0.224" 29'-8" 27'•1" 25'-1" 23'-6" 22'2" 20'-i l" 20'0" 19'•2" 18'-5' 1T-9" 17'-2" 16'-7" x x x . -L' -11 6 12• 11' 10'- 10'-1 9'- " 8'-6" Double Self-Mating Beams Tributary Load Width va x x - as 1 t x xx _ wl 2 X4 Self Mating Beam / $• 6' 19'-4" added to ToplBottom (perpendicular to webs) Allowable SP4n"L" Q it ,T"zrx 40-1- -11 t 11 t 1 2 5 p s 1 -s" to- " 13- 1 '•s" 11 6" x5-x��T a3- 1 a- 4 -t 2T--r 3 - 5 [> T6_ 4 0 f7 10 2"x 9"x 0,072"x 0.31" 47'-2" 43'-1" 39'-11 37'-4" 35'-2' J3'-4" 31'•10" 30'-5' 29'-3' 28'•2" 2T-3' 26'-5" _j fl 3 - •7 12' 1 '-a" --1-2-7-- t t'-9" 11' 1" T-11" Z oa r t x475 0 t am or 2—.X60'5 +— Wind Zone Conversion:Table is constructed for 102 mph wind zone,open structure(17 lbs/sgft),to convert oa r t x x TI—X�22d 7T17!1 `�2�E tabular value to higher(more severe)wind zones,multiply by the factors in the following Conversion Table: 6 TfTlf 6' 23'-7" 21'•11" 20'•8" r '- a _ 6-7—• ��'a 1 - 1 z 9 a- q 0 b•�"��-�• 9' 20'-10- 19'-3 17'-1 t" 16'•10" 15'•2" Laid oFactoron ��� i Table 5: Allowable Loads On Screws And Bolts zone I lead Factor � 0 -'fT f 6 f0 =3" _ I 7r-0••--�F-i UI 1 _� �T7r t"r3"— (As Recommended By rfa — t'0 iTll�-7 0:72 _j b_ju_Tr -0- 6 12' 18'•1-' '-8" 15'.6" 14'-7" 1 1T-2" Self-Tapping and Machine Screws Allowable Loads Tensile 120 I 27 O,B6 0 Example: oa i t r 2 z�l xTZ X0.224 ( Strength 55,000 psi;Shear 24,000 psi fit 3 til z For t"x2"x0044"EAruston beamspan isdistance between uprights w Inge oar ou a ear tt rawa enter table root panel protection of 14'-0"find loadw�d+h, ( fi' IV.4 26'-2" 2a'- i 22'�•-1�1"----r-2�0�'•-8r" ScrawDiameter •fibs.) ^tlbs.) (Ibs,) � L W=107•2'0 H e 9'Enter table on left under toad width 227.7-F '" 1 ''-2 (� Load Wdar=9'-0"and read span under apprognale load - 2T' i'r-r 19 ��fT 98 334 668 167 Lire Load @ 17 d 1 Sq FL/102 MP.H Load Beam Span- 9 2 1'-4' 19'•1 I I 18'-9" I I6'-11 1 #10 418 836 I 209 U CO #12 576 1,152 288 Note: r---�f1 �- 6� Tables assume ewvs,on oriented with longer extrusion dimension parallel to applied load I ,f Q�'� - 6• I 12' 20'•1" 18'•5" 17'-3" o-,4 114'- #14 734 1.468 367 114" 1 761 1.522 3$0 5116" 1,253 2.506 626 Table 4: Allowable Post/Upright Heights for Screen,Vinyl and Glass 3/811 1,58E 3.710 Sze (11 Rooms,Hollow,Snap and Self-Mating Extrusions Wood Lag Screw Loads Aluminum Alloy 6063 T•6 Using Southern Pine S,G.,0,55 or Equivalent 1.1/2"Thickness xtrusrons S Screw ine- ea ou a ear tt rawa U oa rdth- ou/ prig t Spacing (lbs.) (145.) (lbs.) rY'" Hollow SectionsZ 8 1-6 114" 170 235 396 Qom] n 'n lowab o erg t H" pan 2 .2 x 0. 1 1 t 1 a'•t t 5116" 210 355 624 m o x^x m ' 318" 240 480 712 25 n Z x 3 z 0.0 11- " 1 '-4 '-11 • ' -4" -1" x x 0.070'•' 1 t- - 1- -1" a -t t" Concrete Screws And Bolts In Concrete,Brick or C.M.U. J x x 0 (Embedment Must Be a Minimum of 1.172"Thickness With 1-1/a"From Edge) (D x •' Note:Screen splines on 3"side-extrusion turned w/3"side parallel to sole plate. 2,0009 Concrete 3,0004 Concrete Screw Diameter Tension(lbs.) Shear Tension(Ibs.) Shear X 04 rdth; ast/ prighl Spacingd Snap Sections ] 48 66' 1 72- 1 75- 8 9 114" 757 319 825 352 >✓. W owe a elg ( pan 5116" 1,057818 1.184 898 p 2 x x .044 f 1 1 318 1,443 1,443 1,776 1,503 x x x z �F-F� Aluminum Rivets with Aluminum Mandrel J 4 +: Screw Diameter Tens on(lbs,) Shear Load 1 = os prig pacing Self-Mating Sections Q 6 e ' 0 118" 129 176 61 owa a erg C Pan 5132" 187 263 x x x 3 3/16" 262 375 'x x x 4• 1- 1 t 1 ' 1 -11 1 15,-Idl x x z-T:f2 -25'4--n'4' -7 Aluminum Rivets with Aluminum Mandrel x x 2`x 2 33 Z9'6 1'-70 Screw0lameter Tension(lbs.) Shear x x 0"x0.224' 2 z 9 x"T0--xtl 370 4 0 28• 118" 210 325 SEAL Maximum chair rail spacing Is 6'-8'o.e. Thus with chair rail @ T-6"the maximum wall height 5/32" 340 490 without additional chair fall is 9'-2". 3/16" 445 720 SI-iEEf Notes: Single Shear Screws Fy z 36-40 k.s.i.Yield Strength Glass Rooms.The addition of aluminum frame w &Aes with glass panes that are designed to 110 MP.H Double Shear Screws Fy a 50-54 k.s.i,Yield Strength vbnd bad requirements to the above upright sizes increases the strength sit that additional framing is not required. All barrel lengths;Cetus Industrial Quality. Use manufacturers grip range to match Using screen panel w;dih'Vr(See typical glass room drawing).select upright required from the total wail thickness of connection. Use chart. To Select screw U,S.rivet substitution of maximum height allowed for each extrusion. anchor specifications in dfawings. 7 OE Y STI —�c T x 2' x 0.044' I L 11 F Z2 x 2' x2'xQO44' 12' WIDE RISER INDUSTRY STANDARD] ROOF PANEL -- ALLO&LU SKN 2' x 2" PATIO EXTRUSION CONVERSION DETAIL 1 r U) E.P.S. CORE SDE PANEL COPfECTKNTS VARY 0 CL (DO NOT AFFECT PALL SPARS) O O~ ._I Y 2t25' T x 225' x r x 0,040" SELECT PANE- DEPTH FROM TABLES r T S 7 aCi CHANNEL EACH ✓// 4a' Z - ICwTELSTO EATTACH rSTY+G r x r POST COMPOSFTE ROOF PANEL INDUSTRY STANDARD] Q U) r _ WT . 0.76 PLF. Ex*rr+G 2• x r x 0.044- z x 6c 0.84 'ri I.PFCC"�-(T W 3x - 60e3 - O W s 8083 - T8 U 0.050 - r WroOW FRAkC U) I, 4842' x 3" x 0,050' PATIO EXTRUSION CONVERSION DETAIL 2 W ..•O ABS EZ-LOK 3' x 0.024' x 48' ROOF PANEL SCREEN ROOM TO GLASS ROOM q� Y CONVERSION DETAILS c 0.010' A.Ll�7..M COVER PAN OR cotfnNUQW ALUMMU SHEET q ro NOTE. OTHER POSSELE EXTRMON SECTIONS NOT SHOWN m `� Is 48 x 6/8' CORROSION RESISTIVE SEE ENGCE� MANUAL WASHER HEADED SCREWS AT 24' W v r RW N-St"T)ON O.C. ALTERNATE $8 x 6/8' SASS m W/ V2' pL)IIETER WASHER X 0 m W AN 0 I / TYPICAL INSULATED PANEL E 0 ; NOTES: t MTALL PIC+D FOAM ftSUAT)ON INTO ALLM"—.I ROOF PAN. r 2 COVER riSLLATION WITH a_O"W PROTECTOR PANEL WITH OVERLAPPM SEAM& 3. I sLLATION PANEL VTALL BE CLOSED VM AIJ,*&.M ETD CAP TO SECURE PLACEMENT AND TO DISCOLRAGE THE NE3TNG OF WLDIFE AND OR IN3ECT3. 4. PROTECTOR PANE. WILL BE SECLFCED BY R8 x 6/8' CORROSION PESISTTVE WASHER r HEADED SCIREVlS. 5. SCREW PATTEFN WILL BE t2' ON ALL PERI.ETERS AND 24' O.C. FIELD ON EA0i PANEL 8.ALLLMNILM ETD CAA WILL BE ATTACt-ED %TM (3) #602' CORROSKk( RESMWE WASHER 6 HEADED SCREW& 7 OF ct?5.2- Table 10: Allowable Spans for Roof Pan Panel Products for Various Loads Table 12: Allowable Spans for Roof.Pan Panel Products for Various Loads Industry Standard Products 3105 H-14 or H-25 Aluminum Alloy Industry Standard Products 3105 H-28 Aluminum Alloy 1-V."x 12"x 0,026"Panels 3"x 12"x 0.021"Panels Open Buildings Enclosed Buildings Open Buildings Enclosed Buildings Wind Applied Overhang Condition Applied Overhang Condition Wind Applied Overhang Condition Applied Overhang Condition 1 Region Load NONE 1'-0" r-0" 3'-0" 4'-0- Load NONE 1'-0" r-0"R 4.4- Region Load NONE 1'-0' ;'-0" 7'-0' 4'-0" Load NONE 1'-0' 2.4- 3'-0" 4.4- 102 M,P.Ri 17 '-8' •11' B'• ' 9'•9' 114.1' 29 '-10- 6'-2- •1' na 102 M.P.R. 1 1 - 1 -10 1 •J- 16•-10" 17'-0- 9 12.1- 12•J' 12'-' 13•-64 14'8' 110 M.P. 20 '•1' '4• 8••1' 1 ] '-4' '-0' 6.8' na 1 to M.P.K .20 14'8' 14'-' 15'-1' 15'-9• 16'-7- 35 10'-11 11'-2' 11'-0• 12.8• 13'•7- 120 M,P,H, 23 6'•' 6'•10' '-0' 0'-11• 10'-4- 41 4-11- '4- 6'-4- na 120 M.P.H. 23 13'8' 13•-0' 14'-1" 14'-10 151-91 41 17-2' 10'-4" 10.11 11'-9• 12'-11- 125 M.P.H, 26 6'•2' 6'$' 4' 9'-' 10'-1' 4 4'-8- 5'•1' 6'-2' na140 M.P.H, ]2 '•11' 6'•10" 6••2' '-" 6 ;' 4'$' •1 na 125 M.P.Rt 26 12'9' 12'-11 1711" 14'-1" 15'-0' 45 9'-0' 9'-11" 10'8• 11' 17.7" 140 M.P.H. 32 11'8' 11'-0• 121.2- 12'•11"13'-11" 56 8.8• 6'•11- 9•-7- To-'-7- E-10 x x ane s x x .0 Panels Open Buildings Enclosed Buildings 1n Applied Overhang Condition Applied Overhang n iWn Open Buildings Enclosed Buildings Region Load NONE t'-0' r-0" r-0" 4•-0" Load NONE 1•-0" 2'-0- T-0- 4'-Q Wind AppliedOverhang Condition Applied OverhangCondition Region Load NONE 1'-0' 2'-0" 3'-0" 4'-0' Load NONE 1'-0' 2'4" 3'-0" 4.1" n- na a. 115 ��M n. I 5r. TT` na i 1•Y."x 12"x 0.026"Panels Open Buildings Enclosed Buildings 3"x 12"x 0.032"Panels Q Wind Applied Overhang Condition Applied Overhang Condition Open Buildings Enclosed Buildings a Region Load NONE V.0' 2*-0' T-0- 1 4•-0- Load NONE 1'-0- r-0' 3•-0- 4'-0' Wind Applied Overhang Condition Applied Overhang Condition • '' Region Load NONE 1'-0" 2'-0" &It." Load NONE 1'4- 2'-0' 3'-0' 4'-0" .ti -0-TT- na - 7 4 -rlrwp-FF lc- -� °• -to- o'1•�7 4'rT na ]- a• v• -,/.I a •r r Z- a• o• 5- na Q 5- r5 6'Z Z 1-'/."x 12"x 0.032"Panels - -R- 13'- r2` -• rd'$y 0LIQ-2'"I 10 Open Buildings c ose w Ings Note: Total root panel width=room width plus wall width plus overhang. U) WindApplied Overhang Condition Applied Overhang Condition < d Region Load NONE I'-Q- 2'-0" 3'-0- 4'-0" Load N NE 1'-0" 2'-0- 3'-0- 4'-0" 102 M.P.H. 17 9'-5• 9'-7- 10'•T 11'-2" 1T4-1 29 7'-2' 1 7'-' 8'•7- 9'4' 10'-9- 110 M.P.H. 20 81•8' 8••11• 9.8' 1014' 11'8• 35 6'•7• 6'•10' -' 120 M.P.H. 23 8'-1' 8.4• 9'-0• 101•1' 11'-11 41 6'-1- 6'4• '•3' 8'$' na Table 13: Allowable Spans for Industry Standard Composite Roof Panels w 125 M.P.N. 26 T-7' 7•-10- 8'-7- 9--8 10'-10- 45 5"-9- 6'•1- 7-0- 9'-t• na a Aluminum Alloy 7105 H-14 or H•25 1.0 F35 Cote Density Foam 140 M.P.H. 32 6'-to' T•2• 7'-11• 9•-1- 11,- 56 5'2' 71' 6'6' '•11' na U Note: Total too(panel width=room width plus wall width plus overhang x 48 x 1 ane U) Open Buildings c ose w Ings Wind AppliedOverhang onditionpp ie OverhangCondition Region Load NONE 1.1- 1 2.1- 1:1- -0- Load NONE 1'-0" 2'-0" 3'-0" a-0" 102 M,P.H, 17 1T-1' 13' • 13'-11. 14'.7" 1 '$- 29 10'-2' 10'u" 10'•11 11'•10-liT-i1- 110 M.P.H. 20 12'.7• 12'5"112'-11' 13'-' 14'-' 35 9'-3' 9'8- W%t' 11'-1- 12.1" W II---- Table 11: Allowable Spans for Roof Pan Panel Products for Various Loads 120 M.P.H. 27 11 • 11.1 12•-1" 12•-11-IY-11- 41 8'•7- 8'-10- 9'5- 10'8' 11'•9' a- C"Industry Standard Products 3105 H-14 or H-25 Aluminum Alloy 125 M.P.H. 26 10'-9' 10'-11 11'8' 12'1<- 1T5- 45 8'-2' 8454 9'•I• 10'-2" 11.5 n 3"x 12"x 0,021"Panels 140 M.P.H. 32 9'-- 9'-11- 10'8- 11'5• 11-7- 56 9'$" 110'.10" 4-7 ^r Open Buildings Enclosed Buildings -1-779-x F ane 5U Wind Applied Overhang Condition Applied Overhang Condition penut Inger-- Enclose ul ings Region Load NONE 1'-0' r-0" 3'-0" 4'-0" Lwd NONE 1'-0" r-0" 3'-0- 4'-0- Wind AppliedOverhang(;onddion Applied Uverhang Condition r 102 M.P.H. 17 12'.11- 1 '-1- 1 -- 14'. - 15'.3* 29 9'-11• 1o'-1' 10'-' 11'- ' IT-- Region Load Load i" m A m 110 .P.1♦_ 20 11'•11 12'-1- 1 '- - 134.1" 14'4- 3 9'-0' 9'•3- 9'•10' 10'-10- 12'•1' J ~ 1 0 2] 11'•2' 11'-4' 11'-10 12'•8' 13•-9- 41 8'•i- - 7-]' 10'-3' 11'-7- f - - - W 12 -M .H, 26 17$' 10'$" 11'-3' 12'-1' 13'•2' 45 T-11' 8'•3- 6'•11' 9'•11' 11'•7- 5• - v x 140 12.P•H- 32 9'• ' 9'•8- 1 • 11'•2' 1 •-4- 56 T-' 7'• ' 67•2' 9'4' 10'-9' (� ! x x Panels ° LL Open Buildings Enclosed Buildings 3 x4d xQ.Q30 Panel5sA x O I pp ie r ang ition ie r ang ition pen Buildings c ose of Ings Region Load NONE 1'-0" : Applied er ang on ' O 3 ? . 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RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 9/21/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign®comcast.net Proiect Information For: Design Build Group 1908 Creekside Court,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27874 Btuh Structure 28447 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27874 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 27594 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5191 Btuh Area (ft') 1548 1548 Total latent equip. load 6111 Btuh Volume (ft') 15480 15480 Air changes/hour 0.80 0.46 Total equipment load 33704 Btuh Equiv.AVF (cfm) 207 118 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1ghtsoft Right-Suite Residential TM 5.0.66 RSR29784 2004-Sep-21 18:26:16 ACCA C:1Documents and SettingslcustomehMy DocumentslWrightsottlDesign Build Group 1908 Creekside Ct All Page 2 RIGHT-J BUILDING ANALYSIS REPORT Zone Three Energy Design Systems Job: 9/21/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904287-1258 Email:energydesign(Scomcast.net Project • • For: Design Build Group 1908 Creekside Court, Atlantic Beach, FI Design • • Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Walls Ducts Component Btuh/ft' Btuh % of load Infiltration Walls 3.0 2239 13.5 Windows 23.9 390023.5 vundows_ Doors 15.2 288 1.7 Ceilings 1.3 1977 11.9 Floors 26.7 4170 25.1 Other Floors Infiltration 17.7 3218 19.4 Ceilings Ducts 790 4.8 Total 16582 100.0 Cooling Component Btuh/ft' Btuh %of load Walla Internal Gains Walls 2.5 1873 12.1 Duds Windows 38.1 6204 40.0 Doors 12.7 241 1.6 _,nflltraUon Ceilings 1.9 2876 18.5 Floors 0.0 0 0.0 Infiltration 6.1 1115 7.2 Windows Ducts 1411 9.1 Ceilings Internal gains 1800 11.6 Other Total 15519 100.0 Cooling at 85 % SHR= 1.5 ton Cooling air flow= 561 cfm/ton Cooling at 70% SHR= 1.8 ton Cooling at 400 cfm/ton =2.1 ton Overall U-Value= 0.145 Btuh/ftZ-°F Data entries checked. wrigh'ttsoft Right-Suite ResidentialT 5.0.66 RSR29784 2004-Sep-21 18:26:16 ZC K CADocuments and SettingslcustomerNy DocumentsMrightsottlDesign Build Group 1908 Creekside Ct Atl Page 3 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Three Energy Design Systems Job: 9/21/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Design Build Group 1908 Creekside Court, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 16582 Btuh Structure 15519 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 16582 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 15054 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2223 Btuh Area (ftp) 1064 1064 Total latent equip. load 2683 Btuh Volume(ft') 9576 9576 Air changes/hour 0.55 0.32 Total equipment load 17737 Btuh Equiv.AVF (cfm) 89 51 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrvghtsoft Right-Suite Residential TM 5.0.66 RSR29784 2004-Sep-21 18:26:16 AM C:\Documents and Settings\customer\My Documents\Wrightsott\Design Build Group 1908 Creekside Ct Atl Page 3 BP250002 CITY OF ATLANTIC BEACH 10/04/04 Application Tracking Individual Step Review 09: 51: 39 Application number . . . . : 04 00029060 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 92704 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 92804 Copies of plans . . . . . . . Seq Comments Prt Date 1. 00 Plan shows the front half of property drains to street. 100404 Back half must also drain to street or existing drainage resource per Section 24-66 (a) . 2 . 00 Delta volume calculations and on site retention required. 100404 (See attached info. sheet) per Section 24-66 (b) . 3. 00 Bottom F3=Exit F12=Cancel g.> DERARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE �^ ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 J FAX: (904)247-5843 '} SUNCOM:852-5834 ^ +=" http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 04 - 29060 Applicant: THt DSSI GN & RUILD CG>�ouP INc. Address: project:. SIN GI-t � N"h 3 RAS ID N G1� XYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities.Department and the following items need attention: Please submit these requirements Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi ed by Donna Kal ak ublic 'lities Director Date Signature Contractor Notified Date lD Dy Runoff Volume Calculations (Ref City of Atlantic Beach Zoning,Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume")and would be calculated by: V=CAR/12,where V=volume of storage in cubic feet, A=area of the lot in square feet, R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage,0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume vacant lot size of 100' x 50' = 5000 ft' Predevelopment: Runoff Volume=0.2(no impervious surface) * 5000 ft'*9.3 in./12in./ft V=775 ft3 Post development: Runoff Volume=0.6(50%impervious surface) * 5000 ftz*9.3 in./12in./ft V=2325 ft3 Delta Volume=2325 ft'-775 ft3-1550 ft3(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided.(See example below) Stormwater Storage Requirements-- Area e uirementsArea Percent Impervious Runoff Volume Predevelo ment Ft Ft Post Develo ment Ft Ft Stora a Volume Required: Ft storage Volume Provided: Ft CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028852 Date 8/10/04 Property Address . . . . . . 1908 CREEKSIDE CIR Tenant nbr, name . . . . . . DEMO HOUSE Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ---------- -------------- GATEWAY HOLDINGS THE DESIGN & BUILD GROUP, INC. 1908 CREEKSIDE CIRCLE 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2228 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 City of Atlantic Beach e** DATL'MER RECEIPT *** D tte: 8/18/84 81 RITH eceiptCno;77437 Description Quantity Amount BP 2W UIILDING PERMITS 1.88 f 188.8@ Tender detail CA CASH $188.88 Total tendered f1ee.M Total payment $180.00 Trans date: 8/18/84 Time: 16:36:38 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: 1 Job Address: Owner of Property: JT EU�Fil Y �lG�Lfft1�� - SF--1-(JA LLC.. Address: Telephone: 0016 - Legal Description: Block Number: Lot Number: Zoning District: Contractor: Ins /%h k1 C"'e0 l 1) State License Number:C6e-' 1,570 5 7 2-5 Contractor's Address: j )& A ZA 73,EA c- /,J Telephone: Z ZI l- ZZ Fax: c' De� osec�use e(;0panNU o be done: 2�,"Mp/-/T)O.0 U 2A t S a-i cy A OUSc� Present use of land or building(s): /V01 / 1� _ Is approval of Homeowner's Association or other private entity required? A10 If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ONO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated I hereby certify that all informatio provided with ap n is c't. Signature of Owner: Date: I hereby certify that I h ve read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 i ATLANTIC BEACH BUILDING DEPT. . � DEMOLITION - PROPERTY OWNER RELEASE FORM r1C)f/ Date: To Whom It May Concern: I /We the current property owners of: Lot Block Legal Description of Property AKA 0 9 C—kE3F 1J)F have contracted with to have (Address of Property) - {V&141) Gjea4g..to remove the 2ZALqh- tg--, I (Company Name) (Single Pfamily,Duplex,Comm rcial,etc.) Prior to the construction of : /U��.,/ S�,�y�/ t�,�y' , As a condition of issuing the permit we agree to the following: 1. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control devices will be put in place and will remain in place until grass has covered affected area or new structure is completed and landscaping is in pi c n 7x Si tune Signature THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me this day of in the County of Duval,State Of Florida,has personally appeared Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: or Produced Identification: CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD �J ATLANTIC BEACH, FLORIDA 32233 r ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025210 Date 11/19/02 Property Address . . . . . . 1908 CREEKSIDE CIR Tenant nbr, name . . . . . . INSTALL 1 FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- -------------------- ------------------------ HIGGINS, LAWRENCE STEEG PLUMBING CO. , INC. 1908 CREEKSIDE CIRCLE 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ------------------------ ---------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 City of Atlantic Beach •►► CUSTOMER RECEIPT •s• Oper: Type: I Drayer: 1 Date: /19/82 81 Receipt no: 13094 Deecri ion 25212 Sty Amount BP BUILDING PERMITS 1 4935.90 2982 25211 BP BUILDING PERMITS 1 $105.80 2802 25218 BP BUILDING PERMITS 1 $42.08 Tender detail CK CM= 5829 $1882.06 Total tendered $1982.88 Total payment $1682.90 Trans date: 11/19/92 Time: 14:23:35 M THIS WORK MUST NOT BE PLACED 1N PUBLIC SPACE,AND MUST BE CLEARED K OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN -E FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 130..x. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLU24BING PERMIT JOB LOCATION:, OWNER OF PROPERTY: � ; `� ; s TELEPHONE NO. PLUMBING CONTRACTOR � _� ��az CONTRACTOR' S 'ADDRESS: /_P/ JVe_/�, j STATE. LICENSE NUMBER:— 0f�,Z) 'j•7I le- TELEPHONE: � BOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS I LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST .FIXTURES BEING REPIPED) . OTHER TOTAL FIXTURES: x $3. 50 + $15.00 MINIMUM PERMIT FEE -. $25.00 SIGNATURE OF.OWNER: �y SIGNATURE OF CONTRACTOR: --------------------------- -------------------------------------- INSTALLATION ------------------T-----------------INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH l DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, F132233-Tel. (904) 247-5826 ROOFING PERMIT _ PERMIT INFORMATION -- LOCATION INFORMATION _ I Permit Number: 23318 Address: 1908 CREEKSIDE CIRCLE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 2,700.00 OWNER INFORMATION Date Issued: 1/15/2002 Name: HIGGINS, LARRY Total Fees: 37.50 Address: 1908 CREEKSIDE CIRCLE Amount Paid: 37.50 ATLANTIC BEACH, FL 32233 1 Date Paid: 1/15/2002 Phone: (000)000-0000 Work Desc: REROOF }' i CONTRACTOR(S)- . LIGATION FEES _ AIA ROOFING, INC. 37.50 P� 7 .' /ek i - t - to ^4 "g"� ^• z g 1 NOTICE IN E fi I � � , ' I f 6 SPECTION BUILDING MATERIAL, f-IANF 1~ifa FR, JAI "PtUST NO 1 f`Et: UBL}C SPACE, AND MUST BE CLEARED UP A Il*lLEl3 � 7CT }� "FAILURE TO COMPLY � , , ULT IN THE � PROPERTY OWNER PAYING I� ISSUED ACCORDING TO APPROVED PLANS PERMIT ANP,SUBJECT70 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I t S I l — zZ ..t_ s ! �._•4! 137.58 19i CITY OF ATLANTIC BEACH ktf: 1/15/82 81 Receipts 8826776 Lab.Number 2127 ��. September 9,1998 Report Number 55 File Number 98-102 Page 3 of 3 L-3104 continued: Remarks:This test report does riot constitute certification of this product,but only that the above test results were obtained using the above referenced test methods,the performance requirements(paragraphs as listed)of the above referenced specifications.As per manufacturer,unit complies with section 3,material and component requirements. Detailed assembly drawings showing wall thickness of all members,coiner construction and hardware application are on file and have been compared to the sample submitted.A test sample will be,retained at the test laboratory.A copy of this report has been forwarded to the.Validator. Note:Test specimens were cova6d'With a 1;5 mil plastic sheeting to seal•from a leakage when load tests were performed, however this had no,effect on&e above.tests results: Witnessed by: FENESTRATION G LABORATORY,INC. Mr.Jay Wyrick Mr.Gilbert Diamond,P.E. Mr.Dan Duet Manny Sanchez Laboratory Technicians: President Roque Zavala �ICinco,Ltd.°f'3D10 2-ALI q 1 BUCK 1/4'MAX.SHIM SPACE WIDTH SHIM AS REO'D. V/LOAD BEARING SHIM CONCRETE OR MASONRY INSTALLATION ANCHOR WINDOW FRAME OPENING BY OTHERS _3/16' DIA.CONCRETE' JAMB ONE BY v000. . SCREW ANCHOR BUCK BY OTHERS • CAULK BETWEEN CAULK BETWEEN FLANGE WOOD BUCK t ANCHOR LOCATION CHART & WOOD BUCK MAS'Y OPENING BUCKCAULKtBMAS YEN WOOD OPENING BY OTHERS CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB BY OTHERS INSTALLATION /16' SIZE SIZE UP TO 45PSF 46PSF TO 70PSF UP TO 45PSF 46Per TO 70Psr 4 ANCHOR 3/16' DIA CONCRETE t2 t8 x 25 SCREW-ANCHOR AC A.0 F,G F.G ONE BY WOOD EXTERIOR 13 IB z 37 3/6 AC A.0 F.G F,C BUCK Br OTHERS a 18 x 49 5/8 A,C A.0 F.G F.G PERIMETER CAULK IS 18 X 52 A.0 A.0 F,G F,G.HJ BY OTHERS CAULK BETWEEN 16 to X 71 A.0 A.0 F.G F,GH.I,N.O MIN. SHIM AS REO'D. FLANGE & 17 16 x 83 A,C A.0 F.G f,G.H.I.N.O EMBEDMENT V/ LOAD BEARING SHIM WOOD BUCK 8 18%95 AG At M1 CNI EXTERIOR 111 FINISH 1 1/4• :1133 25 3/8 z 37 3/6 AC A.0 FG F,G BY OTHERS MIN 1n34 25 1/e%49 3/8 A,C AC F,G F,GNJ EMBEDMENT 1 43 25 3/6%62 A.0 A.0 F.G F,GHJ /HJ6 25 3/5%71 A,C A,C F,GJU f,C.N,LN,O EXTERIOR f--- WINDOW 1M37 25 3/6 X 83 AC AC F.G KI F.G,H.U%O FINISH WIDTH IH38 25 3/8 95 A iGH F BY OTHERS 23 35 7/6%37 1/6 A. AC F,G F,C.MJ SECTION 2 24 35?/a X 49 5/6 A.0 Ac F.G F,G,H,/ PERIMETER CAULK 1/4' MAX. 25 35 7/4 X 62 A.0 AS F,GHJ F,GNJ BY OTHERS SHIM SPACE 36 35 7/6 X 71 AC A.0 F.G,H,I D.E,F,G,HJN,O 27 35 1/a%63 A,C AC F.G,M.I DE,F,GM,LJ,KN,O 28 C F,G.H.1 D,E,F,G.HJ,J,KN.O WINDOW WIDTH %25 FLANGE FRAME 31 52%37 5/6 A. /i,t F,6,H.1 F,B,xJ HEADER 34 52 X 49 3/6 A,C AC i,G,H,I F.C.HJ 15 52 X 62 AC A.0 FAKI D,LF,G,H,1 36 52 X 71 AC AC F,G,M,1 D,LF,GH,IN,O EXTERIOR 38 52%95 52 AC AC D.EF.GNJ D•E,F,G.x,I,J,K,N,O FA CAC AC D.EF.GNJ .EF.O.H,LIN,LNN WINDOW BUCK D E HEIGHT HEIGHT WINDOW N NOTES FRAME . FRAME SILL �j 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR W/LOAD BEARING SHIM. MAX. J t-K L L/IS- P ESM STACK TO BE 1/4 USE SHIMS WHERE SPACE GREATER THAN WINDOW 2)WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. HEIGHT F' G 3)3/16'D0.CONCRETE SCREW ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4"INTO MASONRY OR CONCRETE.(TYP. LTH. 2-3/47 PERIMETER CAULK L / M 4)CAULK BEHIND WINDOW FLANGE WITH DUO-SR ADHESIVE CAULK BY OTHERS / OR APPROVED EOUAL.APPLICATION OF DUO-SIL ADHEASIVE CAULK SEALANT MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5)USE LATEX CAULK OR EOUIVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF PRECAST SILL H I WINDOW FLANGE BY OTHERS. BY OTHERS 6) IF EXACT WINDOW SIZE IS NOT LISTED R4 ANCHOR CHART,USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7)GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 4. 8)LETTER DESIGNATIONS ON THE ANCHOR LOCATION CHART INDICATE WHERE CONCRETE 4 SCREW ANCHORS ARE TO.BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A • ELEVATION KEY. 9) NOT ALL ANCHORS SHOWN ON ELEVATION ARE APPLIED BY FACTORY IN ALL SIZES.ALL •• 4 " SILL nT STOOL VIEWED FROM EXTERIOR FACTORY APPLIED HOLES NOT DESIGNATED FOR CONCRETE SCREW ANCHOR SHOULD BY BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH.TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. FACTORY PUNCHED HOLES IN JAMBS ARE 10 BE NO MORE THAN 6'FROM CORNERS AND 24'O.C.MAX. CAULK BETWEEN PRE-CAST SILL & FLANGE,USE DUO-SILL BY SIROFLE% ADHESIVC SEALANT,OR APRV'D EOL. K I N C 0 LTD. 5215 OLD KINDS ROA]32254 JACKSONVILLE.FLORIDAA+.f 5TITLD INSTALLATION DETAIL W/ONE BY WOODSECTION � � H� FLG. SINGLE HUNG WINDOW M40/50 & M40/ENCINEEA: MANUEL MARTINEZ ORM= BB 13Att=11/ _ MIN CIVIL N.T.S.CUM KJA%66K ?EY• X.. DESCRIPTION DATE FL REG.M0= 47182 - FR: E7t I OF I MMEEEE\■E■ ■WEREMME■■ ME\■aWIN■■ M■E21MEMEEE Rkin"EMENINE LINEMEN E■ ►\ENEENRI ■■■ KNOMM►\EEE■ MWE RE\■■ HLINLI■1\■�� wommm■■■■■ 101■VE130\m0■ MOM NE\■■■ \\\Esm. E\■■■ \EEEm■Ei11E\ _ MWEIVEE■EWN MU■IENNNEE MWEVEEMW EER\EEEMISISM mEEmmE■EEE MWELTmim '"umm ; . MEME4. 111mmul" WENEWSM 'f-1 ; manammomam ; \\\■N■►EVIL ■mamLEVE■■ LIMmE►UNNEW ■\\■■\■■■■ LIVE►■MINE■■ MMMRE■\■■■ ■\MNERE■EE KNEEE►uEmm \\VENEWIR, ■■ ` i\\!m\ ■■ ` ►\►\.411KE �.■■ • \\■a\mommm■ m10,4■\mm\`\EE • \ED0WE■`E■ MOMMEE■■,\ • ■m!PRI\\Iffil■\P I mummmmmam■ ►E\\■1\■■EE■ Rl W M 1164 0 sia■E\ \\►!0\■►E■\ ■\\\E\�\■■ ►E■oEE■E■ :\\Em■►�i®■■ mEQm►�mamom ■\mm■aa\oE EE►iawia■a\ Emmm■Emman EEm■Emmam■ mom,Em i■10 ■►`■:i\EVE■\ ■E■E\`E►E■ , usumm■mmm mWIPIRREm■Ea \m1immom MINE ■■E'ii►\E\I�� ■momma\E\\ —'— ii i■,�E`►�fi■1 me - momma\EE\E ■E■■EEE\E� 1■■EaoE \1■EEE■1 REEVE■Erb ► UNME■CCA WILKILIV\IK,WWI ■ MLLE■■■■E■■ onam■■■■■■ \\1WWWW1RIN"m 11\►\mmwwsmmm m\!!111!!0mr! MMM 1\\ommm■EEE■ WMERNME■\\■ awwwmmE\■■ LSE\■■E■■E■ mmumm■■m■■ NEVIVESUMMON ►\annamuman WINER■EEEE■ WNWEE\EEE■ ►1\W W iI\E■ L wafflawm LARMSME■■■■ NNUMMMRE■■ ; \\\\mm\EE:\\■ : - wommu:+l\■\s -- J sm mmummE■ \\ROMMwEEE■ \\m,\\N1C,m\ ■ammesmam► amenia'a2m\E ■EERIMMUR a\ ■■■E\`Emommamma �\No\ \E \o■\ESE ■■■E\tea\E\' MOM-E■RS: ����■■■■EEE ■E' SO oaaoa ■■■\'o om�� r■m■■mm �r■mmm■■ �- - , �rrrrr Isms IS MAX (NOMINAL) l3 INTERIOR © 5 0 0 12 .�0ee °��e�,° o'o ' 4•e a 'o ':° a.o'j0 0 d 4 9/l6' 0 EXTERIOR 0 701114' MIN EMBEDMENT OF SCREW INTO WOOD OR '.2S' 2 X WOOD BUCK 2 X WOOD BUCK 3116' PFH TAPCONS Wli 112' MINIMUM EMBEDMENT 37,50' l/4' GRP MAX. MAX SECTIM A-A INNING RDE cwy OFFER �scou�rw�mm 1 15 BQ[SS 191ES,(R �L DE caly NOD A IONS rAJM [NII I�E�191[8,SIQ O1{l la'S R BE PROF 4 RR OPiI(QIS) RS OEiE ��v/q yeaa IIR. 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Y'�� :7 i- �j i l C, a C ST;J J 'NA:•-t. •i'o o+�rel Dt DRAWN BY �,C�,G, J _ ..- _ .. _ ` - _ tr �ti; r, T�r ;•?-' :... t.:•,. ---- _--- ... --- --. _ .--- _ _ . ._..._._._._. __ _ ..__ ... __ _._..._ ,+. ".,. oF'_•Gi'�t. .• =r vV/�cb ,.. � _ ff CHECKED BY � Tr n• 1 ;y't- 11 `- r A SHEET NO. OF - u ' -�►`�j W G f"' W Q W • GENET AL "r1OTE,S 1) Bearings shown hereon are based 1 / On the plat f the Coastal Construction Setback Line, s recorded in Road Plat Hook "B", pages 24, 24A 24 E, of the Current Public Records of Duval County, Florida. 2) The improvements shown on LOT 2 were taken from a Survey prepared by H.A. L)URDE•'N and ASSOCIA'T'ES, for Georye Bull, Jr, , dated June: 8,1982. 00 ( ( M Curtis and Kookec44WAcu01nt. See Surveys by Ellis, 586046 QM0hUINT ~ I R-4Y Crated: Y ~25. 00 I I Sept. 30, 1924 for H.L. McCullough March 26,19:34 for Home Owners Loan Co. Match 9, 1925 for I1-I1. Paul o I April 9, 1937 for Alvin Reyister a I W ' 0) v If) 0 s 1 10 0I m 0 Iq' Z5, 0 to InN 1 1 151 bo' J to N GRAPHIC SCALE IN FEET 0 _ 010 I 1 SC ALE I201 Ll =1� Q I W = 1 ala Q --... °'-- — BLOCK 42 gI ZW N 1 0 Q r / I 5 a� N V m10 i I - T oP a � s -- I, J,0 - ° I� N G In' I N rte-- (.•N'a t t o S c o I e ) _ I 0 IO ----' LEAS TER Y PR OL ON DATION OPY`•TH LIRE OF LOY 4 r 1 `l SET L P. 1 C.C.L.- ^� l._�,. -.�WF���— •� I �• :f. - 2 001 00 W p MAP SHOWING BOUNDARY SURVEY ,0 U p T3.41' \SET I P r�I° O ANG.I.P.. 1.11$' NORTH N V 3 6 I 17 II E I 4 OF TRU!P MRTY CORNER I 19 I 5 9 - _ - z I z • Y O.A 1 1 4 e•' W I m I(� W I _ TJX_ ,. w - _ I (u �° 0 1- I - (� LOTS 3 AND 4 , BLOCK 42 , ATLANTI C 6.1 q.W Z �1'�O_- ,.. • - - STRPi 14• -N 14• O �I IO.Y• I w o ,, NSW p �'1^ A y N J� NW - � 4 BEACH , AS RECORDED IN. PLAT BOOK 5 , PAGE 25.3 • Z l Q O 7 a P ,�:.7 - 16.9' 14.9 J � FNv.CaNC.z 1 r O O N y �5�`t I1� 9.' C O N C R E T E P R 1 V E P L ANTER N♦ J _ O� A��O >> .+ - N O w z \ fix 76 J �1'N/ ('Aci_) w°Ias1�M µ N 54 OF THE CURRENT PUBLIC RECORD 5 OF O 3 IL W I `� w ¢u _. / �T st31- 8'2 h 'F ��, // SET I.P� P10f) •`l-. O F K ` , o X 0 SB1�4cV OO W( I d o ,, _:,:, p FN, DUVAL COUNTY , FLORIDA . .i , ; W 1O _ !•:..e � ao.a a.p I r` 24.9' F ry I I V _ 4 r ° Nd ' EXCEPTING THEREFROM THAT PORTION O F, k •9 Vi • r m TC W T.9' X/ -T ON I - * Z h 5 Z 3z Vr W G � �• ` o ° � w (o �N ' .•• o =N SAID LOT 3 , AS DESCRIBED IN DEED BOOK W \�E Y ia` w V n Nap �_ c n nw i... . x 0 au w F „� W � a� 6f33 , PAGES 343 344 AND 345 OF THE SAI D 6 .. .. ... •r Y.'.•,•• , ,w D q N I W N H a I m O i° ` p / w � z3 '` W / DEEPgI,re -- wD U RRE NT PUB LIC RECORDS OF DUVA L I Q4 w.. „sW.,. T F 9 xDO W O - 4 h •......to-... .. 2s'-o' 1 p.0' LL w;R M P°.+, rO J ole°�Z7 u�p � / ` 720 ° 8 ................_.:.,_� _- 0 I COUNTY , E,.e g°° w �, u ' ¢� N d Y Ef�"116 N1 PaVI ... -- n W -.. WQ w Y I I-W V _J , \ W O J �4 .. , DE \ - o I7 n Rr3ANY C°ro 665 W l 8 V a W CL '' Wp rY°rmI%, 009° Rr,l�rer N IT.a' U (v OD- 0 co1 0- • r oB°°N Y pEvoplyn _ F' OR ANNE REGISTER RODGERS zW 1- I P- c° ' 72 q O yp 0a°M,ny21 °09• R°dere O o g I :W 4 0 P°ed DEEP R.,1.1°r — SCALE 12 O APRIL 8 1987 a p y ---- ..... RR Pµ 1 , ... 2S.o ' Tv ° Anne ,6 � I � O v - - ... .........r wp 911rer 2.p°9° 42.2 1n RC 172 In (� a W ---d- --- ------ J p1+ B°°M I _ - peed I QI N .-F y G R n V E 4 P R I V E + y V ID 0 -- _ __- - - -- - - - -- - --- ---- — FROM d U NOTE OUIT CL.AIh/,�AF PDIJRT BULL O Q O I SOU'YH LINE OF LOT 3'•r ES'(ELLE M.PAUL r PAGES J _ PROLPfS3AYlON OF THE `� •' - RECORD EP N PEED @OOK 663. O I N W ._ J _ EASY ER 4Y 3a3-345, V/I'YH A RE _n CLAUSE . BACK TO ESYELLE r"1'ADMINISTRAR PRS. - 25.5 I 11 N n /1 - Not tQ' SCC]IE' HEIRS,e.Ecu ryas, o B3 f7 57 �Ao Q6 4421031 W 2.50,1 ` 6.5a /5!Y o —_-- OR A . �+s.UPON REMOVAL OR C OR SSIO S, of THE ENCROACHIHO 1 7. 0`D t p " PUR'YIOH OFYHE BUILDIHP. �� II MorDW1 7 � - P. Z 2.50 .�.. 25..4..... f S 8361 71 57 Mu.s ' z WIW � y 1 J N J 061421 0311 E - ...-__... - \ C L - a �_ N 1I W EXCEPT ION O O w S j 3• 1 7 1 5 7 01 °1 F.D. I.P. .� (See Def al I ) NOTE P4OT ES IALPNO YHIg LINE Q O J d 10 0.B71 WERE riOY LOCATED I � Y I I- -r - Q .'.,j/•.'..� C O N C 17 E-r E. v/A e'K ' � a Q hs ;' MASONRY ANG I N B R ICK G ARAGE ' I ONE AND TWO-STORY 1 •� I Q FRAME RESIDENCE LII I x 1 v wIf Ix I � (D 0 0 I I 1 u O _-...-.--•..- ..--..-- .-._-•_-• ... .................. 0 .� 2 - ..._-..---•-• T 1 0 -...�.. P CpT10 H I O40 PEEP r. �UII ' ENT 1N'Y y,AP RCarIDgC°y _ _ U) ^I r, Q PPPAN C.Ic Be-Ck 1BZ TY PEEV @NII HO1o1n9 CA N y a p,1°Pseo y@jA ER Ao a 'PgH247 EO Pr 1°n.lc OepLn t7 I .N Z - L,1oYd°deo ok ZANYV rC°�r BV11 r° f I , 0- CPe WARR a7µp4 1 1EO r @V11 .-I l7 I r}0 pl,onr,c Beoeeae�A RRA~n9 CO o I0 11 E X C E PSI N ', °ch HokdE56. P�PEgD e @VII vl-- �N . -..Deed Book 6153, P9, 343 (0 343 0 /ARRA Id N r°°9 5F I - 6.,11.,w'362, DEED 0 e.5 a..; r• @V11.Jv. I E1°ren O°sA+ARRPN Ge°r7r p61 N p @y11 IC A6•pr).1. I ' 25. 501 •�I..r D.95'ENCROACHh1EN'Y BY WAVES ?3.531 a LOT 3 G�R°r vp lu K,r 'SQ I , T ENC RDACHMEN Y`I F} S-B3O I 1 57' nE .YvY I.R `� 7 157 VY 1 I 100.B ( 11 BY EA SCT I.P. S 8J IoIp �7 \yYPF EAv� Lrl `r '�83617 5 r 'V \`50 H•L`NE OFy LOT 3 -0.05lJR FRAME��.. RES'DEN Nx 2 0 0. O o R L.S. 6;sa MPRk En CC L I 1 r FNn 'id'I S c3 3 1 7 5 7 0 EXCEPTION E E T ( P. B. 5 , P9. 6 4 Yo� 1 I N DE TA I L O F S T R I II T H v � o�n Scale �" I � N IN STREET ° ELEVENTH P O 010 I zlz Y g O C K 4 1 �E� � �o at Book 6 , page ,1 HEREBY CERTIFY THAT THE L.U4O$SHOWN HEAEON LIE'NITHIN TONE B"and"S'AS SHOWN ON F.1 A-FLOOD HAZARD BOUNDARY MAP 0001 C O COMMUNITY NO, 120075 DATED APRIL IB11983 W CLARY, MILLER & ASSOCIATES;INC. ' r NOTE; 1 KmCaY CERTIFY THAT THE ABOVE LANDS WENS 50INCTED UNDER PROFESSIONAL L./1NA.SURVEYORS U) MY NESYONSIbLE SuPEHVISKM+AND DIRECTION.THAT TMENE ANE NO, ENCROA�CMMEHTS EACEPT AS SM4WN ANO THAT TME SURVEY 1410v+ 4411 5 CAM ROAD The apprgxjandte'Edge of !'•arsh/Mean High Water Line/ Waters Edge,- as shown on this map HEREON MEETS TME MINIMUM TECHNICAL STANDAROSSET FORTH yY' JAq#SO VILLE. FLORIDA 922 O w,hot a title property blaundary or a.Department of Environmental Regulation it3riedictional TME FLoHIDA,e0MD Of LAND 5L91VEYONS.HNtSUANT To SECTION ( DT10 Z I FND CONC.MON Line and was not located in accordance with prgcedures specified in the act and rules of 412021.FLOM04 STATUTES 25;00 ' R- 49_ Acluol) Chapter 16-3, Rules of the Department of Natural Resources of the-State of Florida, and SIGNED A p CI! $. „ 19 .B 7 W S 69016 8126 " (pe ed l will not be used ae, represented 5Q be, or be admissible as a title property boundary or n 1 J 'go I = 2 O GREGQ Y Y, P.L.S. CERT. N� 77 ^ jurisdictipnal line before any administrative body or court of law. SCAIE 4L FILE No. SA- 356 - F. B . 574, pg. 27 JOB No. 14 , 064 FILE No. SA - 356 c v r m a ' } R P AFI/;il�i.A� �•H,t��4j of3 A R C H I t. E C T, U R ' E h �y`,t} : /F•!; rc,yet ; 'I N 'T -E R I O R D E S ) G. N . i L A N D P t A N N I 1. •G LANDSCAPE •APC,HITECTURE � j 11. aoQ T. 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F2. ! _...P Got•.1... `' _ 1 - •J �P°�. _ - --�----~:,— ! t3 p•1 il-� v'1J }-1,t�Lt� / y -GE1T O{�.��4 L•� HDLE Q \,P � _ �• _ _ - { / spa 11/}n si ' � ._. .rr�Z•)-T�� � � _ •;-.�. •Q � ot, �- - . . . _ »._-... —_ _ •.fit.._ ( t'• i' ;,1'11t� /'� i(,Q x V X I V . G�1T ` _ `�.r. � .. F�' _-- -t N P L.��7 E�_ a ..P' F�' �ti 6� � - •� ,, t � �- ✓1- �' - f-. • •: / _. � •1 �x t� # � o y ♦� `� NO DATE 1tEVlSIC,)IJS.. .�^//J TA fes: Gf��'•D GI`1 i� y� � uA : ,�, F �.1 :g. ;;} Pcc.G��T� H. f�•d�• G\� t�� 'PtL AOT�'�#: .iB- t.hG'TG► Ex►y'r - ! -�'b ;-atznA ,—t�at4 T' _ �.E l t-�r-. T#.. � � Y E�T Q ti r . .._ ,.... . . _. .. : :.. /1 ._p ' . { � ' �' d+,S a .COt,lR.,,... yGrF LIrJ'��L. CML) 'W-cam i �{ � - -- / iir * � - 4 , , - - F. .� t-+o � r✓-•-7 51! f -'lt-----�-•- ---= ! _ ��� � � � } ,� � Li''cC� ��'� Ti••i?`- 01 � i �, - .._•_•_-....'�/�-”<� �•�. :�r.r?�C7 . . .. � j2.a 1'J ,,1; _ -- ---- N�`t�T 2 f3 V T f �-✓tea W N ` -�----` •- _ 0- �,.-_... _... ..� :� - t E..o t� D o ry t,i To ro o t t r�C> � T �i ! - t t�TO fa i..D�;L•1 n1 G f � j� r �"'[ f 1-4 . t � '#: � i � I Lt) 1 COMMISSION - .. _ .. .- '�� it� � '✓O � ( _ - t _. - - J . . � ►--... . - t DATE o4eA Z4__DRAWN,By 7 s � '����►~' i `- :�` !,�'P 151996 cH,Ecx�n:� . .cx?c- - . • .� i 1 ��.�1 ,� 3 t=:�- ` _ t .�...::.�..r:.�nc_'>7c:o� �l��#;�To Building ansx�rrra; . : � o� } ►_ (f t.1-011 � . • _ GENET AL "r1OTE,S 1) Bearings shown hereon are based 1 / On the plat f the Coastal Construction Setback Line, s recorded in Road Plat Hook "B", pages 24, 24A 24 E, of the Current Public Records of Duval County, Florida. 2) The improvements shown on LOT 2 were taken from a Survey prepared by H.A. L)URDE•'N and ASSOCIA'T'ES, for Georye Bull, Jr, , dated June: 8,1982. 00 ( ( M Curtis and Kookec44WAcu01nt. See Surveys by Ellis, 586046 QM0hUINT ~ I R-4Y Crated: Y ~25. 00 I I Sept. 30, 1924 for H.L. McCullough March 26,19:34 for Home Owners Loan Co. Match 9, 1925 for I1-I1. Paul o I April 9, 1937 for Alvin Reyister a I W ' 0) v If) 0 s 1 10 0I m 0 Iq' Z5, 0 to InN 1 1 151 bo' J to N GRAPHIC SCALE IN FEET 0 _ 010 I 1 SC ALE I201 Ll =1� Q I W = 1 ala Q --... °'-- — BLOCK 42 gI ZW N 1 0 Q r / I 5 a� N V m10 i I - T oP a � s -- I, J,0 - ° I� N G In' I N rte-- (.•N'a t t o S c o I e ) _ I 0 IO ----' LEAS TER Y PR OL ON DATION OPY`•TH LIRE OF LOY 4 r 1 `l SET L P. 1 C.C.L.- ^� l._�,. -.�WF���— •� I �• :f. - 2 001 00 W p MAP SHOWING BOUNDARY SURVEY ,0 U p T3.41' \SET I P r�I° O ANG.I.P.. 1.11$' NORTH N V 3 6 I 17 II E I 4 OF TRU!P MRTY CORNER I 19 I 5 9 - _ - z I z • Y O.A 1 1 4 e•' W I m I(� W I _ TJX_ ,. w - _ I (u �° 0 1- I - (� LOTS 3 AND 4 , BLOCK 42 , ATLANTI C 6.1 q.W Z �1'�O_- ,.. • - - STRPi 14• -N 14• O �I IO.Y• I w o ,, NSW p �'1^ A y N J� NW - � 4 BEACH , AS RECORDED IN. PLAT BOOK 5 , PAGE 25.3 • Z l Q O 7 a P ,�:.7 - 16.9' 14.9 J � FNv.CaNC.z 1 r O O N y �5�`t I1� 9.' C O N C R E T E P R 1 V E P L ANTER N♦ J _ O� A��O >> .+ - N O w z \ fix 76 J �1'N/ ('Aci_) w°Ias1�M µ N 54 OF THE CURRENT PUBLIC RECORD 5 OF O 3 IL W I `� w ¢u _. / �T st31- 8'2 h 'F ��, // SET I.P� P10f) •`l-. O F K ` , o X 0 SB1�4cV OO W( I d o ,, _:,:, p FN, DUVAL COUNTY , FLORIDA . .i , ; W 1O _ !•:..e � ao.a a.p I r` 24.9' F ry I I V _ 4 r ° Nd ' EXCEPTING THEREFROM THAT PORTION O F, k •9 Vi • r m TC W T.9' X/ -T ON I - * Z h 5 Z 3z Vr W G � �• ` o ° � w (o �N ' .•• o =N SAID LOT 3 , AS DESCRIBED IN DEED BOOK W \�E Y ia` w V n Nap �_ c n nw i... . x 0 au w F „� W � a� 6f33 , PAGES 343 344 AND 345 OF THE SAI D 6 .. .. ... •r Y.'.•,•• , ,w D q N I W N H a I m O i° ` p / w � z3 '` W / DEEPgI,re -- wD U RRE NT PUB LIC RECORDS OF DUVA L I Q4 w.. „sW.,. T F 9 xDO W O - 4 h •......to-... .. 2s'-o' 1 p.0' LL w;R M P°.+, rO J ole°�Z7 u�p � / ` 720 ° 8 ................_.:.,_� _- 0 I COUNTY , E,.e g°° w �, u ' ¢� N d Y Ef�"116 N1 PaVI ... -- n W -.. WQ w Y I I-W V _J , \ W O J �4 .. , DE \ - o I7 n Rr3ANY C°ro 665 W l 8 V a W CL '' Wp rY°rmI%, 009° Rr,l�rer N IT.a' U (v OD- 0 co1 0- • r oB°°N Y pEvoplyn _ F' OR ANNE REGISTER RODGERS zW 1- I P- c° ' 72 q O yp 0a°M,ny21 °09• R°dere O o g I :W 4 0 P°ed DEEP R.,1.1°r — SCALE 12 O APRIL 8 1987 a p y ---- ..... RR Pµ 1 , ... 2S.o ' Tv ° Anne ,6 � I � O v - - ... .........r wp 911rer 2.p°9° 42.2 1n RC 172 In (� a W ---d- --- ------ J p1+ B°°M I _ - peed I QI N .-F y G R n V E 4 P R I V E + y V ID 0 -- _ __- - - -- - - - -- - --- ---- — FROM d U NOTE OUIT CL.AIh/,�AF PDIJRT BULL O Q O I SOU'YH LINE OF LOT 3'•r ES'(ELLE M.PAUL r PAGES J _ PROLPfS3AYlON OF THE `� •' - RECORD EP N PEED @OOK 663. O I N W ._ J _ EASY ER 4Y 3a3-345, V/I'YH A RE _n CLAUSE . BACK TO ESYELLE r"1'ADMINISTRAR PRS. - 25.5 I 11 N n /1 - Not tQ' SCC]IE' HEIRS,e.Ecu ryas, o B3 f7 57 �Ao Q6 4421031 W 2.50,1 ` 6.5a /5!Y o —_-- OR A . �+s.UPON REMOVAL OR C OR SSIO S, of THE ENCROACHIHO 1 7. 0`D t p " PUR'YIOH OFYHE BUILDIHP. �� II MorDW1 7 � - P. Z 2.50 .�.. 25..4..... f S 8361 71 57 Mu.s ' z WIW � y 1 J N J 061421 0311 E - ...-__... - \ C L - a �_ N 1I W EXCEPT ION O O w S j 3• 1 7 1 5 7 01 °1 F.D. I.P. .� (See Def al I ) NOTE P4OT ES IALPNO YHIg LINE Q O J d 10 0.B71 WERE riOY LOCATED I � Y I I- -r - Q .'.,j/•.'..� C O N C 17 E-r E. v/A e'K ' � a Q hs ;' MASONRY ANG I N B R ICK G ARAGE ' I ONE AND TWO-STORY 1 •� I Q FRAME RESIDENCE LII I x 1 v wIf Ix I � (D 0 0 I I 1 u O _-...-.--•..- ..--..-- .-._-•_-• ... .................. 0 .� 2 - ..._-..---•-• T 1 0 -...�.. P CpT10 H I O40 PEEP r. �UII ' ENT 1N'Y y,AP RCarIDgC°y _ _ U) ^I r, Q PPPAN C.Ic Be-Ck 1BZ TY PEEV @NII HO1o1n9 CA N y a p,1°Pseo y@jA ER Ao a 'PgH247 EO Pr 1°n.lc OepLn t7 I .N Z - L,1oYd°deo ok ZANYV rC°�r BV11 r° f I , 0- CPe WARR a7µp4 1 1EO r @V11 .-I l7 I r}0 pl,onr,c Beoeeae�A RRA~n9 CO o I0 11 E X C E PSI N ', °ch HokdE56. P�PEgD a @VII vl-- �N . -..Deed Book 6153, P9, 343 (0 343 0 /ARRA Id N r°°9 5F I - 6.,11.,w'362, DEED 0 e.5 a..; r• @V11.Jv. I E1°ren O°sA+ARRPN Ge°r7r p61 N p @y11 IC A6•pr).1. I ' 25. 501 •�I..r D.95'ENCROACHh1EN'Y BY WAVES ?3.531 a LOT 3 G�R°r vp lu K,r 'SQ I , T ENC RDACHMEN Y`I F} S-B3O I 1 57' nE .YvY I.R `� 7 157 VY 1 I 100.B ( 11 BY EA SCT I.P. S 8J IoIp �7 \yYPF EAv� Lrl `r '�83617 5 r 'V \`50 H•L`NE OFy LOT 3 -0.05lJR FRAME��.. RES'DEN Nx 2 0 0. O o R L.S. 6;sa MPRk En CC L I 1 r FNn 'id'I S c3 3 1 7 5 7 0 EXCEPTION E E T ( P. B. 5 , P9. 6 4 Yo� 1 I N DE TA I L O F S T R I II T H v � o�n Scale �" I � N IN STREET ° ELEVENTH P O 010 I zlz Y g O C K 4 1 �E� � �o at Book 6 , page ,1 HEREBY CERTIFY THAT THE L.U4O$SHOWN HEAEON LIE'NITHIN TONE B"and"S'AS SHOWN ON F.1 A-FLOOD HAZARD BOUNDARY MAP 0001 C O COMMUNITY NO, 120075 DATED APRIL IB11983 W CLARY, MILLER & ASSOCIATES;INC. ' r NOTE; 1 KmCaY CERTIFY THAT THE ABOVE LANDS WENS 50INCTED UNDER PROFESSIONAL L./1NA.SURVEYORS U) MY NESYONSIbLE SuPEHVISKM+AND DIRECTION.THAT TMENE ANE NO, ENCROA�CMMEHTS EACEPT AS SM4WN ANO THAT TME SURVEY 1410v+ 4411 5 CAM ROAD The apprgxjandte'Edge of !'•arsh/Mean High Water Line/ Waters Edge,- as shown on this map HEREON MEETS TME MINIMUM TECHNICAL STANDAROSSET FORTH yY' JAq#SO VILLE. FLORIDA 922 O w,hot a title property blaundary or a.Department of Environmental Regulation it3riedictional TME FLoHIDA,e0MD Of LAND 5L91VEYONS.HNtSUANT To SECTION ( DT10 Z I FND CONC.MON Line and was not located in accordance with prgcedures specified in the act and rules of 412021.FLOM04 STATUTES 25;00 ' R- 49_ Acluol) Chapter 16-3, Rules of the Department of Natural Resources of the-State of Florida, and SIGNED A p CI! $. „ 19 .B 7 W S 69016 8126 " (pe ed l will not be used ae, represented 5Q be, or be admissible as a title property boundary or n 1 J 'go I = 2 O GREGQ Y Y, P.L.S. CERT. N� 77 ^ jurisdictipnal line before any administrative body or court of law. SCAIE 4L FILE No. SA- 356 - F. B . 574, pg. 27 JOB No. 14 , 064 FILE No. SA - 356 old ) M 69 6Zo90 N— •--- ---- -- ---- - _ BZo ON — t1. p - Q tutu°Z ptae I. a . 0 I'v o 01 N O N '10)v P O _(. 'f Iv �,, aloo 7;m ON•'.q I�°D b930vd•O N0013 A"d Jed •o 4. 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FLORIDA 32233 / APPLICATION FOR MECHANICAL- PERMIT - CALL-Iii NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. I. zf 0 8 " c�tE€ s LOCATION st...t Adores: OF . tnteneetinq SheaN: letwgn And WILDING Syb-divieien II. IDENTIFICATION — To be completed by all applicants In consideration of permitgiven for doing the wort as described in the abcve statement we hereby agree to perfo.m said wo•j e :e with the attachpd plans and specifications which are a part hereof and in accordance with the City of Jactsonvil'e ordiearces aro s'e^38.01 of good practice listed therein. Nome of Mechanical Contractors Coatroctw (Print) iS f r©� /lOC• Matter CA C.-03 36/11 Name of j Property Owner A AIG $408fure of OwnerSignefuto of w Authorised Agent Archifeet or Engineer Ill. GENERAL INFORMATION A. Typevf hoatiin4 fuel: e• y,� IS OTHER CONSTRUCTION BEING O ,4� N flect'k THIS BUILDING OR SITE?_. (� Q G"—+O V (3 Natural D Control Utility IF YES. GIVE NUMBER O/ CONSTRUCTION O Oi PERMIT r p 0Av - SPA IVB MICMINUCAI,wow TO It '""A m NATURE OF WORK IhrwM W4064 ht d co Nwasah oe bath of this f0m) 9 Residential or U Commercial 16 met G JWIA O Rums At Gnlnd O Poor D New Building (� Existing Building 1 Ak�;,aie9i p Rom O Ce" Replacement of existina system h*Is: Met" .------ INCc 0 ❑ Now Installation(No system previously Installed) (*d ❑ Extsnelon or e00•on to existing systsrn' Q Eet.:gewliosl ❑ Other— specify _ Q Cosliaq la' 'w: C#Psefy 94)^ Q Fire apriAlm: Ntrrstbw of L—,46 - — tb..w O MasliN O Eualsto.. THIS SPACE POR OFFICE USE ONLY Q Gaaalise,pum (slumber) (RapiMad) � TaottL {s+utetberE Mtnarta 13 LPG 014' k y Q vatted pt+wwe wows Fannit Apprawd by at.. O selves O OOW — Swecify Partetit roe 1 LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT C ty Agprovbg 1�Der Valu Dmc>rIVUoa Horlel Number meauracturer (TOM) I►S*oe7 ' cf)"bdiv CRic O ) I ISO0ti1, Q��Ss SJI so d�'�OP oGSJ¢� • �pk �pP SSP �Ft. V� o QQ E� s 1 y9c� ��1�Rs�l V I�ccJ COUP I f C = Cog .mg m I vim= en Cu o F > pec o e E c FILA. � L � E � a - E $ 0 3' r �� 8 • • a 1 JacksonvilleBeach, orlViLt bui l!y h BESTCON Homes lb �7 O O W W iu to L A » - OW W FILE CCPV FILE UO2V 11 J ILU FILE Co? v FILE CCPV off APPROVED CITY. OF ATLANTIC BEACH BUILDING OFFICE C 0 8 2004 i .o a tH Q ^�. i V NEBoa pan o LL FILE CCPD _"_ }'t J M ® �i .• R C N O � C � m E o 1�` p N L a u. a FIL E COQ- JOB NO. 04-Bl-Oona Pine Key SHEET TITLE SHEET COVER SHEET A+O.Q off CSI, Cr, i � N A m � o Periods only used on one word abbreviations, if the abbreviation ' m 4D ABBREVIATIONS BIT•is a different word b itself; e, . ARCH., , and LAM.GENERAL NTTEPeriods are usually used when abbreviating multiple words, unless they SHEET I D S m 2 E . are very common without periods; e,g. AFF, HVAC, R/A, and WN. o€ � = L-- W,t d d A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING 8 ROOFING A aav ABOVE P F.B. FACE BRICK P P.BD. PARTICLEBOARD Ordinances,and Regulations and 811 other authorities having Jurisdiction. A1C AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CQNC. PRECASTCONCRETE ENAMEL ARCHITECTURAL ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL � A. Vapor Barrier shall be applied on all exterior walls. install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min.)felt under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) A4■O COVER SHEET FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PATER No staples alloyed. AGG AGGREGATE FLR FLOORING) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 0 ROOF: 40 P.S.F.Live Load ( 0 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) GENERALNOTES ALUM ALUMINUM FIND FOUNDATION A.P. ACCESS PANEL F.O. FACE OF PREFAB PREFABRICATED Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4' APX APPROXIMATE FP FIREPROOF PSF POUNDS PER SQUARE FOOT w �_ PSI POUNDS SQUARE WCHEngineering for all structural details,sPecifications,and notes. .20gauga aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIREPROOF Bi88 PTN PARTITION ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED WOOD) LAYOUTS > o> A.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) f� 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT A2.O FOUNDATION PLAN AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A. Foundation types and designs may vary with the individual pendnent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown Insulation each tot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior onto unheated B �B36 36'WIDE BASE CAB. GA GAUGE Q Q.T. ouARRYTILE A2.1 MAIN FLOOR PLAN where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All Insulation to meet HUD minimum property specs. BD BOARD G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR A2.2 ROOF PLAN structure or gas mitigation due to these occurrences. R-11 Batts at fireplace chase walls and under fireplace unit BIT. BITUMINOUS GD GRADE OR GRADING R RISER(ON STAIRS) SLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURNAIR BLDG BUILDING GFI GROUND FAULT INTERRUPTER R.B. RUBBER BASE RAD RADIUS A2.3 FRONT & RIGHT ELEVATIONS '- !r BLK BLOCK(CMUs) GL GLASS OR GLAZING B. All design,revisions,engineering,installation and liability Of sort conditions, mitigation BLKG BLOCKING GLBK, GLASS BLOCK RBL RUBBLE A2.4 REAR & LEFT ELEVATIONS C 9tY 9 R.D. ROOF DRAIN BM BEAM G.L GALVAN[ZEDIRON and structural designs due to inadequate soils or landfill oCCUrences shall be the REFR REFRIGERATOR = responsibility of the'Builder-Developer'oriYSsubcontractors involved with the design and 7. DRYWALL B.M. BENCHMARK GT GROUT REO REQUIRED A2.5 INTERIOR ELEVATIONS - installation of such;and the Architect shall not be held liable BFPASS(DOOR) abte or responsible for their RES RESILIENT riy implementations. A. All walls to haveY'gypsum and all ceiling t um y,ceiling board unless BRG BEARING H 4rH 42'HIGH(WALL) REV REVISION(S),REVISED .,. �. 2 9 +1 9 BRK BRICK HB HOSE BBB REINF RFORCED(WG) ELECTRICAL �1 noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HO HEAD OR HARD RJ.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RALING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM Roots E11 MAIN FLOOR ELECTRICAL PLAN B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING . co H.M. HOLLOW METAL R.O.W. RIGHTOF WAY r' 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET_ HOR2 HORIZONTAL Q) ti D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM CEMENT IN CO � C C.S. CATCH ( ) >= HR HOUR DETAILS CEA CERAMIC H.R. HALF ROUND(WINDOV4Q SC SOLID CORE(DOOR) C 9. DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CM CF CUBIC FOOT HTG HEATING ca CO E. All concrete footings are designed to bear on minimum soil pressure of 3000 s.f.and SD SMOKE DETECTOR P CHAM CHAMFER HVAC HEATINGNENTILATIMAIRCOND. SEC SECTION shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractorto A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUAREFEET _ reinforce concrete footings and poured concrete walls as required forspecific soil conditions C.LP.CONC. CAST IN-PLACECONC. ADA FOUNDATION & WALL SECTIONS � 0 LI- SF.GL SAFETYGLASS m — ortotal codes,whichever,is more restrictive. B. Doer and window Infiltration shall be in accordance with local ordinance and shall meet cIR CHICLE I.B. IRONINGBOARD u- T` performance standards ANSVAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER S.G.D. SLID U40LE GLASS DOOR ISH AD.2 ROOF SECTIONS _� SH SWGLEHUNGORSHELF(VING) V rZ- and the CRF shall not be less than 55. CJ. CONTROLJOiNT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF °r7 Q? CK CALK(ING)CAULK(WG) I.M. INSULATED METAL BHT (DRAWING)SHEET AD.3 MISC DETAILS m !8SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 ps.i. CLO CEILING CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR4 o CLR CLEARANCE) '"T INTERIOR SKL SKYLIGHT AD.4 MISC DETAILS ! J-- C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE tCO G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes cM CENTIMETER(S) tJ JT DONT SNT SEALANT AD.5 MISC DETAILS encasement of utility lines is required,Increase slab thickness at utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER SPEC SPECIFICATIONS O utilities lines well below slab. C.O. CASEDOPENWG KD KNOCKDOWN(CEILING) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN SPK (AUDIO))SPEAKERS S STP and head Hash all windows and doors. COMB COMBINATION KO KNOCKOUT SST. STAINLESSSEEL openings)• STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation waft and all stabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE Including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS i LAM. LAMINATE(D) SSO STRUCTURAL CONTR CONTRACTOR I,. LAV L LOCATION SQ SQUARE DIMENSION N I. Provide'Zip Strip'or tooled control joints where indicated on the foundation plans. cORfl CORRUGATED L.B.C. LOCATION BYOTHERS SUS SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER S.W. SHEAR WALL LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET LL LIVE LOAD T TREAD(AT STAIRS)OR TLE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt CRS COURSE(S) LP. LAMINATED PLASTIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED CST. CASTSTONE LT. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD i O A. Laminated veneer lumber(LVL)shall provide the design values equal to orexceeding the C.T. CERAMICTLE LTL LINTEL T.CJ. TROWELEDCONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAIJ VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTK)N LVR LOUVER T80 TONGUE&GROOVE 2800 psi In Bending,Fb CY CUBICYARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D 1r0 12'DEEP M METER(t) THK THICK(NESS) MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAW MAS MASONRY T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINECABINET T.O.M. TOP OF MASONRY stress+875 p.s.l.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0'inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW Otherwise. DEP DEPRESSED MFR. MANUFACTURER TRORTRN TRANSOM(WINDOW) DET DETAL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meterto an exterior D.F. DRINKING FOUNTAIN MIN MLJIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DDM DIAMETER IDIMENSION MISC MISCELLANEOUS a buildingIn accordance with comments and recommendations as published by the Truss and installed b the electrical contractor.The cable shall be copper a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) commentary Pu Y PPe Plate Institute. The water department shall make the connections. D.L. DEADLOAD MM MILLIMETER U UNF UNFINISHEDON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTMOTHERWME DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR VS VANTTYBASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2 i'high density T&G.Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRS MARBLE v V.B. VAPOR BARRIER 2 ( DS DOWNSPOUT 2413 , Exposure 1,with sealed edges. Install per manufacturers'spacing and edge Mn METAL vB36 36•WIDEVANiTYBASE recommendations. F. Water service shall be 1'minimum from each exterior shut off valve. D/S DRAWER STACK(MIN" MT MOUNTED(ING) VERT VERTICAL D.T. DRAINTLE MULL MULLION OR Mut VIN (SHEET)VINYL DTL DETAL V.S. VEGTABLESWK DW DISHWASHER AI NIA NOTAPPLICABLE V.T. VINYLTLE CO Cn 3• Y'underlayment(minimum)under vinyl or tile on wood frame floor systems. G. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at ceramic DWG DRAWING N N.I.C. NOT W CONTRACT W_ showers. DWR DRAWER NL NAILABLE ,�+ W3630 36'WX30'HWALLCABCC NOM NOMINAL Y Y W WIDE OR WASHING MACHINE 4• Min'%high density O.S.B.wood roof sheathing With'H'dips.APA panel span rating shelf EB EYEBROW(FIATARCH) N.G.V.D. NAT.GEODETLUICVERTICAL DATOM WC WATER CLOSET j be 24/0.exposure 1,with sealed edges.Install per manufacturers!spacing and edge w0 WOOD recommendations. E.F. EACH FACE i recommendations. IMPORTANT NOTE: EJ. EXPANSIONJOINTO OA OVERALL WF WIDE RIANGE(STEELBEAM) OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALLHUNG ! _ D. Roof truss s stems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES ELEC ELECTRIC(AL) O.CAB. OUTSIDEDIAMETET WI WALK-INC IRON OSE Y E.P. ELECTRICALPANFI designs prepared under the supervision of a registered professional engineer. ' EQ EQUAL O.D.-DOUTSIDEDIAMETER GARAGE WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.O.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/O WITH OR WiTHOIrT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & ExG EXITING OPNG OPENING WP WATERPROOF(ING) OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUSTapproval of roof trusses and beams EXT EXTERIOR OSB ORIENTED STRAND BOARD W.S. WATER NSCOTSOFTENER ATTIC VENT C WSCT WAINSCOT W.T.W. WALL TO WALL WWM WELDEDWIFIEMESH F. Min%6 exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit paneIs and cedar siding.See elevations for locations. G sill.ssure Vested(umber to be used where wood is in contact with concrete and for 2x4mud SYMBOLS FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. 1 indicated on the plans. ® EARTH PLYWOOD BLDG. CEILING (SF)X 144 =BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEYj SHEET NUMBER `' ='` SAND OR GRAVEL FILL ® INSULATING SHEATHING BLDG. (SQ. IN.)/300 = SQ. IN.OF VENT REQUIRED ; SQ. IN. OF VENT REQUIRED 12=50%AT RiDGE&50%AT EAVES WOOD STUD PARTITION ® BATT INSULATION ! �® o DETAIL NUMBER OR SECTION KEY j SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 AREA TABULATION g z UNLESS OTHERWISE NOTED RIGID INSULATION a a ® BR,aKline Cfl WATER CLOSET MAiN FLOOR PLAN 1538 SQ.FT. ANGLE CONCRETE BLOCK SECOND FLOOR 717 SQ.FT. v s CENTERLfNE :.Q..-71--1 TOTAL A/C AREA 2255 SQ.FT. 2 d... CONCRETE TUB/SHOWER HB HOSE BIBB (FREEZE PROOF) FRONT PORCH 92 SQ.FT. STONE 'T °' LANAI 243 SQ.FT. C " 9— GAS UNE STUB `X O LAVATORY STEEL GARAGE 414 SQ.FT. ® '�.:. ,;,:.�,� ma E d PENNY BALCONY NY SQ.FT. ® DIMENSIONAL LUMBER DOUBLE SINK BA 153 PERPENDICULAR ❑❑ —1-- TOTAL UNDER ROOF 3157 SQ.FT. JOB NO. 04-BS-0034 D PLATE BLOCKING I L SINGLE SINK DECK 107 SQ.FT. Pine Key ROUND OR DIAMETER ® FINISH GRADE WOODS ❑ ECON D FLOOR 99 SQ.FT.— SHEET TiTLE SHEET TOTAL AREA 3363 SQ.FT. GENERAL NOTES A1 . 1 L .� I � I r O C G EXTERIOR26 si 38 ELEVATION NOTES aE rnL �:�'2E [NOTE_EXTELEV] M e g 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE E 1;1 PER ACTUAL SITE CONDITIONS. F. COo 2. PROVIDE ROOF AND SOFFIT VENTS AS �t R E a a REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. r N tb � 9'-1 1/8' PLT. — *_ w] HEEL a w 4" FRIEZE 6'-4" - ^- w +__�'-O„ FIN. FL ON N � rT, � W CM 4" TRIM (TYP) 87 COL. � N N C" ui =30 .Q °a L 91- co M N co ca 0'-0" FIN. FL _ L m N i — p N GRADE CD c o REAR ELEVATION SCALE: 1/4" = V-0" uj W/HEEL i -12 ASPHALT SHINGLES 6 ' i 1 i i r PST. z � z 4" FRIEZE (TYP) a as v `oil ®®®M LAP SIDING co 7 eta M • s LL M enj 4" TRIM (TYP) # o is N C mc 0'-0" FIN.. FL 0'-0" FIN.. FL y 'Eo a LL a. GRADE GRADE JOB NO. 04-B1-0034 LEFT ELEVATION Pine Key SCALE: 1/4" = V-0" SHEET TITLE SHEET REAR&LEFT ELEVATIONS A^. w� �zom �o rn L2 � E m g �L E S} 2 Luc,. � nnCgO Y r N 1p � O O 2'-0" 3'-3" 3'-6" e '014'-0" 0 i ----- -- o ______ ______ ? ■ ---- -__ � - - N w IN sq*_ V) � REF. SP. cm Ib a ti T \ / s N cDccDj DW SP. °° \ / m cu c t ti cq C 3c N -m "i: 1 11 I " 1 " f A / f0 1 -0 2-0 4-0 2-0 4-0 4'-0" KITCH N p c o � a a SCALE: 1/2"=1'-0" 3'-0" 2'-8" 3'-0" 3'-0" �w O O O FEI FE I Nto _ -- -- -- MICRO -- -- -- — -- -- —"j -- -- M M Cl ------------- \ s 1: f: • - ' RANGE o - c � [� egm --_ M M cV b/ j \ . � v 1777 u 3' 'jj Nil -0" 2'-8" 3'-0' ,'-0 c! " NIASTE R BATH BATH #3 J LL . eG`• 'Y O � O SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0' m L c CL Li a KIT N , JOS NO. 0481-0034 ■ ' SCALE: 1/2'11 Pine Key SHEET TITLE SHEET INTERIOR ELEVATIONS A^.� e ' AIF76 m g ' - E — N d O C y c c 8 y m m $ n E $ ci m — w v 3 E d E rn E c GG o CL m I i Ev SLOPE 3/4•x12" �� � c a U 8 S AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 7 31/2"CONCRETE SLAB REINF. @ 32"O.C.w/2•x2'x1/B' w/6x6x10/10 W.W.M. 31/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 31/2"CONCRETE SLAB REINF. EXPANSION JOINT w/6x6x10/10 W.W.M. w/6x6xl0/10 W.W.M. 31/2"CONCRETE SLAB REINF. w/6x6xl0/10 W.W.M. -III • ' ~'•�" 1 6 MILL POLY VAPOR BARRIER 1• s•' :. _ I 1' 6 MILL POLY VAPOR BARRIER I I .`Y •— COMPACTED EARTH _09 -I j(( " ''� :':..•a I — 1._ .., a: - .•:• 1 I I _I » I I u9 cn COMPACTED EARTH r -- 6 MILL POLY VAPOR BARRIER • • ti• , ; ,: •t' ; 6 MILL POLY VAPOR BARRIER 8 ai ' 1'-0: (2)#5 REBAR CONT. _ ' ti I I� '-t 4 ':;�,:,�.: Y;'' (2)#5 REBAR CONT. �' a I I,; COMPACTED EARTH COMPACTED EARTH , » •,�� #5 REBAR CONT. ,--'��-- •��— �--_ #5 REBAR CONT. 1-0 V-6* a -- tea CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL " O 9 SCALE; 3/4"=1'-0" SCALE: 3/4'=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" . w � O NN N lN9 m m 'fl X co ca O O U. m {j„ cm U ~ c! C m OVERLAP SLAB J m N 1 1/2" v mami rn HOLD HDR.BLK. => > c TO OUTSIDE NAIL ROOF SHEATHING oc c O 11/20 (PER STRUCTURAL) a a FIBERGLASS SHINGLES IMPORTANT NOTE: 1/2"x7'WEDGE ANCHOR NP.SLAB - REFER TO�RODETAILS F PLAN AND @ 32"O.C.w/2"x2'x1/8" EXP.JOINT � � OVER 30#FELT OVER 7/16" EAVE DETAILS ON SHT WASHERS @ 32"O.C. SHEATHING.OSB BOARD OR 15132»PWD AD.2 FOR ROOF PITCHES I I IIII IIII FOR ALL HOUSES 3 1/2"CONCRETE SLAB REINF. —� I i IIII .11 III TYP•SLAB AIR BAFFLE BTW EA TRUSS 12 w/6x6x10/10 W.W.M. `rte I - TO MAINTAIN 1/2"MIN AIR VARIES STRAP FOR,TRUSS -� � I IIII IIII I IIII III ^) IIMR III SPACE FOR VENT — ANCHORAGE w. `- .. :i.1: _ III — 16" (SEE STRUCTURAL) Oil { IMI II IIII IIII -IIII IIII IIII IlfR11 I ( I—I III GALV.METAL O.H. •• :`. 6 MILL POLY VAPOR BARRIER DRIP EDGE R-30 INSULATION AT CLG. •' ,_�' , TYPICAL FOUNDATION COMPACTED EARTH IIII IIII I I I I � , � , , � � . IIII IIII I I I I TYPICAL FOUNDATION I- --I I' -F j'—' ' (2)#5 REBAR CONT. i i ( III I I ( ( I ( IIII IIII WRAPPED • 5/8 GYP.BD.CLG. IIII IIII II IIII III ! ALUM.FASCIA '. III III IIII IIII . OVER 2x6 I I I „ I I I I I Il I I I I IIII �. - _ ' I I I I PERFORATED I I - IIII o • VINYL/ALUM. 1/2"GYPSUM BOARD SOFFIT IIII IIII III'EM II 1HEI I111111 I I STUCCO FRIEZE 2x STUDS @ 16'OC(MIN#2 IIII II ( ! ' � � � Illl II ( III IIII IIII SPF) _ PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING o, P.T.2x PLATE CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TE MIN.LIGHT TEXT.STUCCO INTERIOR BEARING DETAIL FOUNDATION 0 DOOR PORCH EDGE VENEER OVER 3/4"TO16"YWOENGINERE SCREWED MTL LATHE AND TO 16"PRE-ENGINEERED FLOOR VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" SCALE 3/4"=1'-0" SCALE- 3/4"=1'-0" 5 SCALE: 3/4"=1'-0" OC (SEE FLOOR;TRUSS ENGINEERING) • NAIL ROOF SHEATHING 1 ST FLOOR TO RIM JOIST BY TRUSS MANUR SEE FLOOR TRUSS `t (PER STRUCTURAL) IMPORTANT NOTE: 12 REFER TO ROOF PLAN AND EAVE 2ND FLOOR ENGINEERING) r FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STRAPPING PER 30#FELT OVER 7/16"OSB BOARDSTRUCTURAL PITCHES FOR ALL HOUSES — 1/2' CEILING,BD OR 518"GYP.BD OR 15132"PWD SHEATHING. 16 TYP. P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTO.H. STRAP FOR TRUSS ANCHORAGE(SEEW EA TRUSS STRUCTURAL) &1/2"x 10"ANCHOR BOLTS AT 32'O.C. TO MAINTAIN 112'MIN W/2x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. cn TYPICAL ANCHOR GALV.METAL 112 CEILING BD OR 5/8"GYP.BD TYP a SEMCOTPP4 AT32" DRIP EDGE -81 STOP EXTERIOR WRAPPED ALUM. c FINISH 1" 4'CONC SLAB W/6X6X10/10 WWF FASCIA OVER 2x8 o BELOWco FINISHED OVER 6 MIL VAPOR BARRIER OVER PERFORATED F PROVIDE MID-WALL BLOCKING FLAT TYPICAL SLAB CLEAN WELL COMPACTED,TREATED FILL ¢ d FLOOR VINYL!ALUM.SOFFIT WISE @JOINTS IN SHEATHING o u a REINF. "�`� �" T 7/8"MIN.LIGHT g TYP.VERT. SLOPE STUCCO FRIEZE o TEXT.STUCCO 2x STUDS @ 16"OC(MIN#2 I I I ►= N; VENEER OVER 2 4 GRADE 1 STORY: 20"X 10 CONC.FOOTING W/ Z SPF) N z (2)#5 CONTINUOUS AND(1)#4 DOWEL PROVIDE MID-WALL BLOCKING FLAT = 3' MTL LATHE AND P.T. PLATE w/ANCHOR C) zo emu o I I I k_=4 I1I I IIIopt I_ AT CORNERSIOPENINGSAND4WO.C. x n- VAPOR BARRIER BOLTS PER �- Zo1 WISE @JOINTS IN SHEATHING = b STRUCTURAL > ( III IIII—IIII I ( 1 TYPICAL FOUNDATION _ I I III AND 98"O.C. AND()#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SP s s T " ui A _ u. 4 CONCRETE SLAB WITH IIII I I I I IIII IIII III IIII III ( IIII-- HEADER BLOCK. ? N 6"x6'Sc10/10 W.W.F.TYP.(3000 W t* N z PSI.FIBER MESH OPTIONAL). N 0 c*� •--� 7/8'MIN.LIGHT is g (1)#5 CONT. _j �+ III III III ( ( III I I 2 STORY: 24"X 10"CONC.FOOTING W/ TEXT.STUCCO P.T.PLATE w/ANCHOR BOLTS PER (3)#5 CONTINUOUS AND(1)#4 DOWEL VENEER OVER STRUCTURAL , SLOPE GRADE " ' t o u�i o : �`• AT CORNERS/OPENINGS AND 48"O.C. MTL LATHE AND J \ \ \ \� _ " cl r 4"CONCRETE SLAB WITH 6"x6"x10110 AWAY ALL SIDES /\/\/ IIII 0 EEE •o - O : I I O O -OR-(1)#5 DOWEL AT CORNERS/OPNG'S VAPOR BARRIER u, rco W.W.F.NP.(3000 PSI.FIBER MESH w \\/\\/\\/ 6 MIL VAPOR BARRIER Jx c a' I ( I I I IIII I I I AND 96" AND(1)#5 CONTINUOUS AT OPTIONAL). //\ I \// '' ?'t,' : o _ " HEADER BLOCK. (1)#5 CONT. \/\\ . • ;' \/\ i 0 2 IIII IIII IIII IIII I I 24 �\ TYPICAL FOOTING(MONOLITHIC OPT) a U- a ' (NOTE): BEND ALL DOWELS MINIMUM • .••. : .. %\\/ �� ••• ' ' �•��; \/� SEE STRUCTURAL FOR SIZE& ( ( 20" I f I I 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES "�// / / / / //� REINFORCING ad 61 INTO FOOTING. \ \ /\\/\\/\ 1 STORY ��// // // / 6 MIL VAPOR BARRIER ////j///////////j JOB NO. PROJ.MGR. // / ; g' • DRAWN BY i�\\ ;: : •.. TYPICAL FOOTING(MONOLITHIC OPT) CHECKED BY SEE STRUCTURAL FOR SIZE& \ STEMWALL FOOTING STEMWALL FOOTING REINFORCING CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET 4 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" 2 SCALE: 1/2*=1'-0" SCALE: 1/2"=1'-0* DETAILSION ADA c PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD o '� o CAP OF SADDLE FLASHING OF SADDLE FLASHING ! 5d O o ALUM.FLASHING Q y 8 > g SIMPSON H5F - $ " y AT EACH JOINT " WOOD STUD WALL SYSTEM o N " � c o c Ry c rn ... 2-X4"BLOCKING(SEE WOOD STUD WALL SYSTEM c Y3 = C � � CRICKET (TYPICAL) MANUF.SPECS.FOR CEMENTITIOUS FINISH SYSTEM CEMENTITIOUS FINISH SYSTEM 1 c'w c E 7/8"MIN SIDING OVER CHIMNEY MIN.DISTANCE) � w � ._. o Q v as MTL LATHE CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING CORROSSHEATHING cnDI a SCREED ION RESISTANT METAL CC 0 EXTERIOR FINISH CORROSION RESISTANT METAL Y x OVER 1/2 SHEATHING SCREED CORROSION RESISTANT METAL 5"x5"CONT. °C GALV.MTL. OR O.S.B. CORROSION RESISTANT METAL Z-BAR FLASHING W1 SEALANT FLASHING 2X6s NAILED TO " ¢ 7/8"MIN STUCCO Z-BAR FLASHING W/SEALANT o CORROSION RESISTANT METAL — STUDS w/16d @ 6 z z¢c FLASHING OVER MTL LATHE TOP FLASHING OC CORROSION RESISTANT METAL STD ROOFING ¢ BLOCKING @MID POINT TRUSS TOP CHORD M w= �r WHEN CHIMNEY EXCEEDS PAN FLASHING � ROOF SHINGLES � . �� 6-0 IN HT. ROOF SHINGLES z� ROOF SHEATHING z a � � SEE STRUCTURAL = ROOF SHEATHING N S ROOF FRAMING FOR HURRICANE c�? PRE-FAB CHIMNEY a ANCHORAGE cc a ROOF FRAMING 2" S 4 1�,'1° Z DETAILS TRUSS 2"x4"STUDS @16'O/C. � BOTTOM TRUSS CHORD `n CHORD CRICKET GALV.MTL.FLASHING oz FFA. 0 w DB'L 2"x4"BLOCKING SIMPSON MTS12 @ EACH CORNER24" 4-16dEASIDE, 1'-4'MIN.TYP ..' CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL ROOF TO WALL { 12 SCALE: 1 1/2"=1'-0" 1 1 SCALE: 1 1/2"=1�-0" 1 Q SCALE: 1 1/2"=1'.-0" SCALE: 1 1/2"=V-0" CD tn 04 co N 0 M co cz � � X SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPS IMPORTANT NOTE: o 2 ti PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED m IL r. FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. REFER TO ROOF PLAN NO PENETRATIONS THROUGH VALLEY FLASHING. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 5 FOR PITCHES 1'-4" c - VARIES C° RIDGE OR HIP RIDGE PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED qp,2 _ L � N TYPE LINEAR VENT a PER ROOF MATERIAL MANUFACTURER REQUIREMENTS INSTALL AS PER ALUM RAKE FASCIA 2x8 RAKE � > ai CORROSION RESISTANT METAL TRIPLE RIB MANUFACTURERS i WRAPPED IN ALUM o a-' 0 VALLEY FLASHING WITH 1"HIGH'V'CRIMPS WRITTEN INSTRUCTIONS .. TYP ROOF CONST a a ___ 2X4 OUTLOOKERS AT SEE WALL SECTIONS 24"O.C. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAP SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT F SOFFIT NOTES&FINISHES ROOF SHEATHING ROOF FRAMING ROOF SHINGLES ROOF SHEATHING 10" ROOF FRAMING SIDING OVER 7/16"OSB MIN. E 2 i GABLE END TRUSS W/ ALUM FASCIA OVER VERTICAL MEMBER i' La 16"O.C. 3 FRIEZE WEAVE ROOFING �N, UNDERLAYMENT PER ,%.5 "M 4'MIN. Ap•2 i; ROOFING MFR'S RECOMMENDATIONS W/ 36'WIDE 30€t SWEAT SHEET RIDGE GAP FOR VENTILATION ROOF- FLASHING ROOF- RIDGE LAP SIDING ROOF - VALLEY- ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL - 8" OH =1' 8 SCALE: 1 1/2"=1'-0" 7 SCALE: 11/2"=1'-0" 6 SCALE: 11/2"=1'-0■ SCALE: 11/2"=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH 2,-8" 2=8" ALUMINUM 12 ALUMINUM 2'-8" ALUMINUM 12 GLUMINUM UTTERS 12 GUTTERS z GUTTERS 12 GUTTERS Ind 3a 8 6 I . z 7 Es R-30 INSULATION n le rr 5 z OVER LIVING SPACES R-30 INSULATION R-30 INSULATION " .= a o OVER LIVING SPACES OVER LIVING SPACES R-301NSULATION p OVER LIVING SPACES a � n 'k, o a a g -� 0 4 HEADER AT WINDOW g J HEADER AT WINDOW g HEADER AT WINDOW M / LL N AND DOOR OPENINGS AND DOOR OPENINGS co AND DOOR OPENINGS ■ SEE TYP.WALL SECTION FOR si% p 4n a " ° FASCIA,SOFFIT NOTES&FINISHES �s ti cGv N N "J"CHANNEL STOP SIDING OVER '•, <' 9 c SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER p 2 X_ FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES a u. a BM OR LINTEL(SEE STRUCTURAL) ' 6"BAND Js "J*CHANNEL STUCCO STOP 'J"CHANNEL STOP "J"CHANNEL STOP � 06 No. 2"BAND PROD.MGR. DRAWN BY SIDING OVER SIDING OVER SIDING OVER �, VARIES COL'w/EXT FIN CHECKED BY 7" LATHE AND VAPOR BARRIER r LATHE AND VAPOR BARRIER 7 LATHE AND VAPOR BARRIER - - � - :12 PITCH SAVE DETAIL - 3:12 PITCH SHEET TITLE SKEET EAVE DETAIL 8:12 PITCH EAVE DETAIL 7:12 PITCH SAVE DETAIL ROOF DETAILS SCALE: 1 2"- -0" SCALE: 1 1/20=1'-O" SCALE: 1 1/2"=1'-0' SCALE: 1 1/2"-i'-0" i D" 1 i' 1 L A o p e 28 0 N 9 o c •c o v n — � C N � $ > f0 j ta 41/2° L .� ' 'W Ag MIN 3 ca ,, ,� a <u I=-5� --- WALL SIDING � :; SHEATHING Ij TYP.WALL i CONST. SIDING OVER LATHE AND DOOR FELT-SECTION E WALL WAY w 1/2"STARTER STRIP F.F 2X4 STUDS CAP FLASHING to 1x4 CORNER BOARDS PLACEMENT BY L 1x8 P.T. DOOR WAYS 4-1 TEXTURE FIN. ON FOUNDATION o w ar �J � — VJ EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT co 10 co SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" m cep N O M CD co WALL m � X 1" m a REAR WALL OR SIDE WALL MOUNTED; 1/2"CLO BD OR i LAYER GYP. BOARD ti SIDE MOUNTED AT BACK SPLASHES,TYP. " v ca ch COUNTERTOP 5/8 GB w/6 BATT INSUL c O m " PER SUPPLIER ATTACHED TO BACK (2)2x HDR °D N 20 TO 25' TYP 1900 J-BOX � 1 (SEE STRUCTURAL) v, LIGHT SWITCHES, ° HORIZONTAL SINGLE CO 0) a, COVER PLATE/OUTLET 2 LAYERS ;1/2"PLYWOOD SPACER g > m THERMOSTATS, a m c AND ALL OTHER R-11 BATT FINGER JOINTED ENVIRONMENTAL INSUL WOOD CASING � a n CONTROLS 3/4'STOP KITCHEN TOP 1/2"x 12'H I I BOTH SIDES PWD ALL 4 SIDES II 2x_ TRUSS ` CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL TYP 1900 J-BOX R30 TVs HORIZONTAL SINGLE INSUL WALL CAP OR COVER PLATE/OUTLET TYP DOOR PER SCHEDULE BRKFST.TOP _ SEE FLR.PLAN Jh NON LOAD LOAD CONDITION CONDITION 3/4*STOP BOTH SIDES //II��// I GYP.BOARD KITCHEN TOP //II/�//II, ,_ i � w II 2x_ � i� � � /— � In \%/��\% /�\\��/ \�� WOOD CASING JOINTEDFINGER FRAM NG4 g Wl 112w DRYWALL ,� /�IIg/�II�� `�° Z 24•DEEP BASE CABINETS . � 24• TYP FLR CONST 21/4" WD TYP DOOR PER SCHEDULE FINISHED FLR CASING WOOD FRAME FRAME TYPICAL JAMB (2)2x4s i CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 221/2" X 48" INT HEADS & JAMB SCALE: 1 1/2°=1'-0" SCALE: N.T.S. SCALE: 1 1/2"=1'-0' SCALE: 1 1/2"=1'-0" EXTERIOR INTERIOR TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" DOOR VANITY CLEAVAGE MEMBRANE BRUSH TYPE ALUM.THRESHOLD SET 2X4 WD.STUD CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP Qa 16"O.C. IN FULL FLOOR SYSTEM SEALANT BED � 2 1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINTma GARAGE DOOR FILLER,WHERE "(o a APPLICABLE a CERAMIC TILE �'s;�?. • t ,tt iq � m 4 CERAMIC FLOOR TILE co to 1x6 WD DOOR STOP asona a a a dQ ` z c ° SLOPE TO DRAIN SLOPE o - .[ `i �- - 40 (4)2x P.T.BUCK _ u ;: a d .d. a , a rzi F. T ° Qd � ° III III— � ! � � ch N FINISH TRIM ORLL BAND d I •ci a • . III I I 1 �� � __ FINISH I III I I I a a. 11 � I 4, CO FLOOR SYSTEM xycm O °O' 0 CONC.WALK I SEE STRUCTURAL DWGS ma CONC.SLAB& FOUNDATION per• SEE STRUCTURAL DWGS. Poa PR0J.MGR. DRAWN BY CHECKED BY BATH BATH DOOR- OVERHEAD GARAGE DOOR `�, ERCURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD � EXTERIOR SHEET TITLE SHEET SHOWER �V ALL � Vd®-iNIT� SHO MISC.DETAILS SCALE: 1 1/2°=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" A D•3 L c 1x4 CEDER 5 co o o 1-5/8'CROWN = is y a 8 > co 10•ANGLE CUT Cc d 8 = .E t o c E a "' -5 rn 2x6 FJ CEDERA 2x6 FJ CEDER 6" L �- � co E o � f° co c_ o 1x2'x2'CEDER 2x6 FJ CEDER 6 'N a c o E b �u. 0 I088 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER 5"ANGLE 5"ANGLE 5"ANGLE (Jr} 3 3" 3• 4 4 � • w — a r } 10wa 2 -- 2x4 PT SPR 2x4 PT SPLIT 2x4 PT SPLIT C)» � f T l { W OPTION 3 OPTION 2 ' OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIM 7 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2•=1'-0• SCALE' 1 1 2•=1' `D N C m ti lD U) C N a p O LL m c t C v ti p M C m t0 y m M 6•HARDI BOARD BAND o c TOP OF COL 6"HARDI BOARD BAND 6'STUCCO BAND o TOP OF COL TOP OF COL OR STUCCO 8" 8" I INSTALLATION SEQUENCING: 2" • I I 1. THROUGHOUT INSTALLATION, 2 I � 12•SO TAPER TO 10" 2 KEEP THE WINDOW JAMBS PLUMB AND SQUARE.KEEP HEAD ICOLUMN I I ANS SILL LEVEL AND SQUARE.MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e.DOUBLE HUNGS)TO AVOID"BOWED OUT" V-27 �r 8•SO COLUMN " 2'0 12•SQ COLUMN INSTALLATION. I ( I 3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES STUCCO PRIOR TO SETTING WINDOW INTO OPENING. V1-4� I I 4.PLACE 114'SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.;CENTER THE WINDOW IN I I THE OPENING ALLOINING A 114"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAYBE REMOVED. i HARDIBOARD HARDIBOARD PAINTED 5.INSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING I I PAINTED STUCCO BAND I I OR STUCCO AT THE MIDDLE OF THE WINDOW.FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1".KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. I I10"HARDI BOARD BAND to I OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. II 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6'HARDIBOARD BASE 6'HARDIBOARD BASE OR STUCCO 8.INSULATE AROUND PERIMETER WITH BATT TYPE 1NSUALTION. DO NOT USE EXPANDABLE 1/2'SPACEFOAM. / PORCH LINE 1/2"SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. . PORCH LINE 1 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 114"GAP AT SILL BETWEEN STACK STONE STRUCTURE AND WINDOW.THEN,CAULK THIS GAP. SO STUCCO COLUMNI SQ STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). i I FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING, 2. SET WINDOW UNIT. SO STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG COLUMN PAPER. 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. gz 4x4 P.T.POST5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. • ° SEE FLOOR 4x4 P.T.POST 4x4 P.T.POST 4 PLAN FOR PLANFORR SEE FLOOR PLAN FOR NOTE: Q LOCATION LOCATION LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. a • SEE SPECIFlCAT10NS FOR MATERIAL TO BE USED. '' E v (� STONE FINISH STUCCO FINISH z TRIM BELOW >i TRIM BELOW `n HARDIBOARD I I q P.T.WD WRAPPED COLUMNS p +' CD "N 4 (PAINTED) N P.T.WD WRAPPED COLUMNS a (PAINTED) IMPORTANT: Q N II IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN �+.� N 2X4 STUDS 2x4 STUDS 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. � o 14-7;� DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY I DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT.,BE UNDER WARRANTY " o c ci l'-5" _L1 21-W IF EXPOSED TO MURIATIC ACID. O 2'-0" a u- a DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING: STUCCO COLUMN BASE SO STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULLANDVOID 1F ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL Y JOB NO. COLUMN BASE AREA OF ANY WINDOW. PROD.MGR. DRAWN BY CHECKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL SHEET TITLE SHEET MISC.DETAILS SCALE: 1 1/2"=1'—d" SCALE: 11/2"=1'-0• SCALE: 11/2"=1'—d" SCALE: 11/2"=1'-0" ADA 0 4 U f0 O a-- Q U O Z L •� N '� CL O c O O 0 1 :3 8oU °o NAIL W/11 -10d 2 2 8 y o01 H e° COMMON IN THIS AREA. c vi N VERIFY w/STRUCT. ,1 Q m $ $ 44"MINIMUM B LL CD 6 3 } ° 6800 a 11-5 0 eo pppp o C e NAILING NOT NEEDED IN THIS AREA UP TO 16" FLOOR SYSTEM w i 2u, SYP DOUBLE PLATE i 0 NAIL W/11 -10d COMMON IN THIS AREA. (� VERIFY w/STRUCT. PROVIDE MINIMUM 1"END DISTANCE O w � _ M ( ] �+ ° r , EQUAL NUMBER OF SPECIFIED NAILS IN EACH END STRUCTURAL TWO STORY STRAPPING SCALE: 1 1/2"=V-0" m ti j a N E N IM co W � X i 7 f0 HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN c w WOOD TOP RAIL 0° "- ti AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. m M HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. c a� o HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT N FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE N o IN NEWEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE j 1 1/4"MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, c m z z HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a - goiL w = STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANT w cc I BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT u. WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C.,MAX. THE HANDRAIL CONSTRUCTION SHALL BE WOOD BASE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN INTERIOR SUBFLOOR1/2"GB 2x BLK'G ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. _ Q� J WRAP 6"UP WALL&ALL PENETRATIONS. g � GUARDRAILS SHALL NOT BE 200 lbs 20Co5 Z O LESS THAN 42"IN HEIGHT. ANY DIRECTION INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY LOCATION v SLOPE Q N va•:r.r z STAIR FRAMING _ OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4"MIN SEE STRUCTURAL DRAWINGS FOR FRAMING c 4"DIAMETER SPHERE CANNOT PASS THROUGH. 0O cr THE GUARDRAIL CONSTRUCTION SHALL BE 4•SPHERE O INFORMATION 5/8"TYPE"X"GB H MAY NOT PASS cv @ ENCLOSED USABLE o cf) ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS z THE TOP RAIL OR AS REQUIRED BY CODE. 6'SPHERE MAY NOT PASS 2x4 STUDS @ 16"OCWALL MTD i:THROUGH .,FTHE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH I SPECIFIC REQUIREMENTS THAT A 6"DIAMETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR j BUILDING DESIGN AND CONSTRUCTION. STAIRS STAIRS STAIRS s DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CODE DATA — 8 SCALE: 1 1/2"=V-011 SCALE: 1 1/2"=11-0" 6 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" i FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE 3/4"PLYWOOD TREADS — 3/4"PLYWOOD TREADS EQ.TREADSSEE PLA v z z EQ.TREADS z g ¢ 2x FRAMING SEE PLA co 3/4" w a GYP.BD. cn z TYP v 1" 1 x10 SKIRT BOARD w g " Lu TYP. 3/4 _ Ln a, W w TYP u t w 5/8"PLYWOOD RISERS(TYP.) JEEXPANSION PANSION w z 2x12 NOTCHED STRINGER 6'+ GAP 2x12 STRINGER �P (3 STRINGERS MIN.AT / °� ?�Z 2x12 NOTCHED STRINGER Np }P� (TYP.) jlaw EACH STAIR RUN) EXPANSION GAP —c 'E 5/8"PLYWOOD RISERS (TYP.) �?> L f) 2 2x12 NOTCHED STRINGER 0R N N SECURE NOTCHED STRINGER TO SILL 2x4 SPACER N PLATE WITH FRAMING ANCHORS.SECURE ,�. o PLATE TO SLAB WITH SLOT PINS. m Lq ALL WOOD IN DIRECT CONTACT WITH o �' CONCRETE TO BE PRESSURE TREATED o E- ai OR PROVIDE IMPERVIOUS MEMBRANE ;� O t SEPARATION AS ALLOWED BY CODE. .. a. u- a. (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER ° JOB NO. (3)2X12 STRINGERS TYP. i i STAIRS STAIRS STAIRS STAIRS STRINGER DETAIL FLOOR STRINGER 9 LANDING (BOT) STRINGER ac LANDING (TOP) SKIRT / WALL DETAI ' SHEETTITLE SHEET MISC.DETAILS 4 " f )f - 1, 1 e SCALE: 1 1/2 =1 -0 SCALE: 1 11/2"=V-0" SCALE: 1 1/2 =1-0 SCALE: 1 1/2"4-0" AD L i , i ELECTRICAL KEY a o [NOTE_FIECSYM] Z'3 F$ SINGLE POLE OUTLET g €� rn n DUPLEX CONVENIENCE OUTLET ' o DUPLEX OUTLET ABOVE COUNTER - owp WEATHERPROOF DUPLEX OUTLET $ - _ GFI GROUND-FAULT CIRCUIT-INTERRUPTER 9 .9 DUPLEX OUTLET e s f� o HALF-SWITCHED DUPLEX OUTLET L M 0 S2 will ® SPECIAL PURPOSE OUTLET/JUNCTION BOX 4n: DUPLEX OUTLET IN FLOOR r tO 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH -3 in THREE-WAY SWITCH N 4 FOUR-WAY SWITCH 0 0 R RHEOSTAT SWITCH OM DIMMER SWITCH REINFORCED JUNCTION BOX •�- CEILING MOUNTED INCANDESCENT old }- LIGHT FIXTURE ' T LIGHT MOUNTED INCANDESCENT •�- RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE s .. INCANDESCENT LIGHT FIXTURE r -�_PC WITH PULL CHAIN .. EXIT LIGHT _ T�� Q EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN ca N TRACK LIGHT a r*-� cd Q EXHAUST FAN (VENT TO EXTERIOR) ccoo N c EXHAUST FAN LIGHT COMBINATION ca cN rn (VENT TO RIOR) a EXHAUST FAN WITH HEAT LAMP o o u (VENT TO EXTERIOR) �,� I__---_--I ❑ CHIMES CH c� 1 I c's PB PUSHBUTTON SWITCH ry 12 �i SMOKE DETECTOR cac:5 OPT LIGHTING e ® HEAT DETECTOR o °' c --- ----- 1I I ` ® CO2 DETECTOR a s --------------- I Q+ TILE � �- FI TQ THERMOSTAT H e I w.H. MD I, I \ Qs SPEAKER PHONE (1-CAT3) ._• �20V( / — I \ N DDC (1-CAT5, 1-RG6) 11LE J \• GFI i \\ \\ u® MDC (2-CAT5, 2-RG6) f ------ �. .� CARPET f II .`• FI \\ ` ELECTRIC METER \ f !' /'• ———_.. \ _� ELECTRIC PANEL �>C` \ CEILING FAN PREWIRE CARPET\ i — `�� '� /II PC /I \ (PROVIDE ADEQUATE SUPPORT) GFI L__—J I I CEILING FAN / LIGHT PREWIRE \ \ I n• I \ _,— i' / (PROVIDE ADEQUATE SUPPORT) �.\ � N o - - - - -- ` �.�_�<_�, /� �.� ELECTRICAL NOTES: M TV 3 t I / /_ 1No PROVIDE INSTALL LOCALLY CERTIFIED ------ ----- ----- - ----- ------ --- ---------- - 'f — SMOKE MD \ •r ` DETECTORS AS REQUIRED BY NATIONAL FIRE I f PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2 1 CI CUI -IN RRUP S Fl � �•--•� i'� CARPET, / . PROVIDE AND INSTALL GROUND FAULT R T TE TER (G } AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING / / ` THE REQUIRENTS OF ALL xv, -—. FI ELECTRICAL ECONTRAC OR TO PRONDEGREQU RED / i ii t 3•, DIRECT HOOK-UPS/CUTOFFS. / I It --�.•„ - - \ HVAC CONTRACTOR TO VERIFY THERMOSTAT \ 1 I 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E.FURNA CARPET i•\ / I t I I — �_ \ I 5 SANITARY CEPS.SU P UNITS,DAN TILE SU ANEAN,D ILL ! I : WATER HEATERS) ARE SUBJECT TO RELOCATION i' ; � `XII / \.\ �•� �•� I DUE TO FIELD CONDITIONS. TILE ! / ELECTRICAL DEVICES: PB / ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL TILE i I WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL / ° \ � _� > > I REMAINING SWITCHES . . . . . . . . . . . .48' TO CL --� I WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL ` t I BATH VANITY BRACKET OUTLET 12 I (1 ABOVE TOP OF MIRROR). . . . . .88' TO CL WATER SOFTENER AND SUMP OUTLETS 48' TO CL f / . - I TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL I TV PH��--%�FI J2 -� `-----_J I EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL I t GFIt -- - --- - GARAGE GFI (ABOVE GARAGE FLOORIg I ) 48' TO CL ® z FRONT DOOR COACH LIGHT. . . . . . . . .84' TO CL �U a HB 2V GARAGE DOOR COACH LIGHT, i (ABOVE GARAGE FLOOR) . . . . . . .84' TO CL g x DINING AND BREAKFAST FIXTURE . . . . .64' TO BTM OF FIXTURE E g FOYER AND STAIRWAY FIXTURE . . . . . .96' TO BTM WE= z OF FIXTURE ��•-- - .L R ; THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CIL IO DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL L z A, o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ D DR HANDLE =`< 8 ti KITCHEN WALL HUNG MICROWAVE : cn OUTLET . . . . . . . . . . . . . . . . . .76' TO CL Y LL LL ' KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK m y KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CL o O C KITCHEN REFRIGERATOR. . . . . . . . . . .48' TO CL mo o .:. WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL a u a w•I JOB NO. 04-B1-0034 j CL = CENTER UNE 1 = FIELD VERIFY Pine Key 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4' SHEET TITLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 J . J L M 79'-0" ? m 16'-0" MAIN FLOOR NOTES g R 63'-0' s 4151 NOTE-FLOOR a§N c s:- € 1° a 2 V-5" V-50 23'-5%" 11. WINDOW GRILLS ARE STANDARD IN FRONT 0i AND SIDE ELEVATIONS AND REAR m o §$ 2' ELEVATION TO BE CLEAR GLASS. '` n: -5' 9'-7" 2'-2" 2'-11" 2'-6" r-1' 2'.4• 4'-5'3'-5 15'-7" w�, z . ALL UNDIMENSIONED PARTITIONS 11 I ARE 3 1/2" ROUGH. s `° CL cm" 13. ALL ANGLED PARTITIONS ARE 45 i 4. PROVIDE MIN MUM 2xDEGREES UNLESS R2's wWISE NOTED e s o 2 10'-1 i18"PLT i li + i '° a a� ----- PLYWOOD FLITCH PLATE AT ALL EXTERIOR ed WALL OPENINGS AND INTERIOR BEARING .� WALL OPENINGS UNLESS OTHERWISE NOTED. 3-2x4's MIN. AT EACH END OF ALL BEAMS 6-5" N I AND GIRDER TRUSSES UNLESS OTHERWISE •"' N i NOTED. ALL SUCH CONCENTRATED LOADS � II o i SHALL BE TRANSFERRED TO FOUNDATION g 04 3-11 0 M ' VIA BEAMS, POSTS AND/OR SOLID _ , i I I 4 BLOCKING. 0 0 I ------ 0 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o i OF STUDS UNLESS OTHERWISE NOTED. w w VIC _N 7. ALL TRUSSES TO BEAR ON EXTERIOR r-5 2' - 2'-3�. WALLS AND/OR GIRDER TRUSSES UNLESS ccOTHERWISE NOTED ON FOUNDATION PTLAN. �' 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, "' •N I�\ ad ` , 4'-5/' { HANGERS & SET SPACING FOR ALL cli10'-0" &'-0" \ ` 9. WINDOW SUPPLIER TO VERIFY AT LEAST V) HAVE 3'-1' 2'-11" j ANE NCLEAR EGRESS OPENWINDOW IN ALL ING G OF 5.7ROOMS0 SQ. FT. N WITH MIN. DIMENSION OF 24" IN HEIGHT AND » c 20" IN WIDTH; SILL HEIGHT NOT GREATER ~' THAN 44 ABOVE FLOOR. _ ________ ________ _ 10. BALLOON FRAME ALL EXTERIOR WALLS ... - -- rl o j (ABOVE 8'-1") TO UNDERSIDE OF ROOF ---------- ---- hil SHEATHING - PROVIDE FIRE STOPPING " 2'-0�. 6'-3" 1-k2' 4'-3" 8-11 -- • EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". �� 14'-2' 6'-0/' 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT 3'-5�' 3'-0" 9'-5" a j� PASS BETWEEN BALUSTERS. CL 12. ALL ELECTRICAL AND MECHANICAL co N EQUIPMENT & METERS ARE SUBJECT TO a-' '� RELOCATION DUE TO FIELD CONDITIONS; v� � N I— I -------- Ii 8• > N i a CONTRACTOR TO VERIFY. 13. FOR ADDITIONAL NOTES SEE GENERAL `"' NOTES ON TITLE SHEET & DETAILS. I 1 q 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE m ' "' 96" ABOVE FINISH FLOOR (U.N.O.). as g: a I 115. WINDOW MANUFACTURER TO TEMPER ALL u co WINDOWS 2' WITHIN DOORS, OVER TUB & m cijj N a i t ----� ; SHOWERS 7 WINDOWS WITHIN 18" OF THE N cn v > I ' 1 > FINISHED FLOOR. I I 1 1 j t I l Q i of? o v o s � O" CL I t 1 t---------_tt_� 0 II I M i `-h------- -------_- 1 1 M 9-4118'PLT 1 17'-6" 3'4' 3'-2' 7'-9y2' 14'-2)/2' 6-0^ 7-0' 24'-0" 24'-0" 79'-0" 6r-11' 2-6- 9'-5' 28'-5" '01 10 2'-9' 6'-8" 4'-0" 6'-5' FRAMING P,LAN V--- —_______________ ------------------------- ------------- SCALE: 1/4" - V-011 j � IZ; ih I a n. o j I ti, ..26y 13 I- to t t , t t ' I 1 II t rn ' O I .N 1 I ■o A 'n j l j °Q M I AREA TABULATION > MAIN FLOOR PLAN1538 SQ.FT. 4.3 u _ I I > Q Cl _ I 717 SECOND FLOOR C�. L t SQ.FT. u 1 I I cM i '-' 3i cl t TOTAL A/C AREA 2255 SQ.FT. ___________ _____ I a 1 ----- s'4 J Of ------ FRONT PORCH 2SQ.FT. � N 9 1 , co LANA! 243 SQ.FT. 13-2/^ 3.-0/" t 13'-7y2' I GARAGE 414 SQ.FT. a LL 23.4" 12'-0" 2'-6' BALCONY 153 SQ.FT. 0° 51'-5yZ i • JOB NO. 04-B1-0034 ■ 1 TOTAL UNDER ROOF 3157 SQ.FT. Pine Key t DECK 107 SQ.FT. I I 99 SQ.FT. SHEETTITLE SHEET SECOND FLOOR I t , I L TOTAL AREA 3363 SQ.FT. MAIN FLOOR PLAN _ t 1 ' L ,� N �S O Q L U g C••---t�T •Cm,, OPT DOOR N --- - wl42"X42" � CONC.PAD 5 H 3 ,moo > ^ N 8 " VENT TO i ` o 8 x 8 FRAMED COL: SH3060 @ SH3060 @ 4 X 4-8 GLS EXTERIOR SH3030 @ 1 I t I t c 90"AFF 90"AFF BLKS @ 90"AFF 90"AFF I t t N tV+ r i 8'-1 118"PLT. XHa �" ` a ,r=_- �} _ DBL RIS < 4III VN ED W RI E \E HO WI o (I IW! ( SHELVING w H I { EN OS WIP BATH H- DRY ROOM \\ I 40682068 ,� (I I 9'-0" CLG. i \ DSL BYPASS , KNEE WALL 11 I DISP 2868 , \ 0 0 3068 28 8 OOR @ 40.5' PKT S FTEN R SO.OPG.I I P / -�1F2"x5 'ATTIC \ II " PEDESTAL \ `� 2068 9'-0 CLG. SINK ACCESS \ a w Lanai MASTER SUITE PKT --- P —, 2 CAR GARAGE " , I PLANTSHELF , TH #2 ¢ R �I s—o CLG. mmollmdollow 9,-On CLG. 9'-0* CLG. �� 9'-0" cn 9'-0" CLG. i i ;DlS 11 / I o I I m ` I 1 is = i i i 1 1 1 1 / x i2X6 18J fir/ r" L �C J � — — R1S — — — 2868 1 1 UP 17R I I @ 4- r ^ 28681-Lco , ---------------------- - ------ ------ X068- -- -- - ------ / I " "" w TOP @ 100" ' SKY LIGHT - _ — — — Foyer cm Cc cn co o ABOVE PLANT i i I OHC 36'PANTRY 0 8'-1118"PLT. N WOOD DECK E--"-- -------- M w z SHELF 48"IBA VA LTED CLcts 4 I 1 21 BC CABINET ---- — -----y I ca5 PLANT SHELF t I I » I I — 3068 DBL PKT r uj 100 j I 3068 SC w/ I r KITCHEN 12"S` ca cn � � : , WI VAULTED CLG. 2X6 BOXED FRONT PORCH I �� LIVING ROOM 1 TO CEILING STEPS TO GRADE W VAULTED CLG. i i ° r------------m_i 9'-0" CLG. CAS ODEQUIRED BY ` o ¢ I I i 48"BC I' 1' t I _ $ SINK t I a CD s I cA I I ° 1 DISP L--------- z rn I I I I 34.5"KNEEWALL c" U- 40.5"h WALL w/ --- I NOOK laI c:0 a 15'BAR TOP ''u 24 D VAULTED CLG. cnti = RANGE WI o Q CD MICROHOOD i I I _ I h 36"BC I I 36'BC I 10x10 FRAMED COL. ------F----'--� l J r✓ `-------I I OFFSET 1"FROM PORCH EDGE He 3060 SH @ 3060 SH @ BLKS @ 54" 84"AFF 84'AFF AFF 3050 SH @ 84' AFF SH2O30 @84'AFF --------------- ----------------------------------- --------------- , I 1 , i I I I �, I 2068 co 0 U. BATH #3 CO� M STUDY 8a ¢ I FLOOR P 9' CLG. BEDROOM CLG. N BEDROOM #2 , BEDROOM #4 ; SCALE: 1/4" — 1 '-0" I CATHEDRAL CLJ. ,� , — I DlS LINENU39,_ G 5SHr -1 — — — — — — — — —— — —— — — —— — — —— ud ' L J co , m CO C.3 I N O I m ' co 2668 co I 1 , Nm Nm 1 I � JJ ' 2668 m l I m � 42"KNEE WALL - i --------Pis---------------- I IL--- -- L------------------------- �____—_------- 1 ----------,- ------------------------- ----------- 12"BOX DOWN------------ ------ ----- 1 HEADER I 1 I I I I ' 1 c z I U) �. AREA TABULATION E l. n I 'Fd 2 MAIN FLOOR PLAN 1538 SQ.FT. L z SECOND FLOOR 717 SQ.FT. o F `------------------------- TOTAL A/C AREA 2255 SQ.FT. I I FRONT PORCH 92 SQ.FT. m y LANAI 243 SQ.FT. i. m ` 1 I 1 0 1 GARAGE 414 SQ.FT. BALCONY 153 SQ.FT. ' JOB NO. 04-61-0034 , I TOTAL UNDER ROOF 3157 SQ.FT. Pine Key I DECK 107 SQ.FT. L------------ SECON D FLOOR 99 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3363 SQ.FT. PLAN A2,r L J i CE }Qg�� I �L G •� O = . i 0 iV} Y jy co N N � �6 N C y�y�•pN Cr 7 Of E c E c �� r3Sba � '23 L2 � � � r ' Nr f0 O O O W fa = L mill 2 2 AD.2 AD.2 ,e . 0 W re . ----- 1 Lrr/^' FL J�2 wI0CO aRI ! r• i AD.2 1 W N O. 1 ! CD r 1id OJ 1Co 7 N I coN I IDGEAD.2 j � M M 1 I (D u- RIDGE i m I.L ico `l I —J LD N s AD.2 j i � rn 1 CDLu c o a I fc v, I 5 I •— i I I I 1 ! , I 1 i ! i I i r----I I -------------------------------J 1 I ! 2 1 4 SKYLIGHT I 1 i 1 I 1 ' 18'-61uj C 4 yj� AD.2 j ip----------------------- ---- [n 1 t t 1 I 1 I 1 I 1 Lu I CL 1 i 1 1 I CD 1 i O 1 1 I I 1 1 t I i I ! _ ! 1 1 1 ! 1 I t 1 1 L-------------------------------------------------------- -------------------------------------------------------------------------------------- I r � • i 2 AD.2 ® 2 .m A P 4 ROOF PLAN E � SCALE: 1/4" = V-0" gum a s � � o a tC? LLL M f O N x O Co E C 3 i JOB NO. 04-Bi-0034 i Pine Key SHEET TITLE SHEET ROOF LAYOUT A2.3 L ..a N d 0 EXTERIOR E 3 ELEVATION NOTES �pp .a ,L N - N E [NOTE-DaLEV] Es _ $ 1. 'GRADE CONDITIONS MAY VARY FOR __ g •g ui c•5 INDIVIDUAL SITE FROM THAT SHOWN. a BUILDER SHALL VERIFY AND COORDINATE g E PER ACTUAL SITE CONDITIONS. co 2. PROVIDE ROOF AND SOFFIT VENTS AS a aQ REQUIRED BY CODE AND MANUFACTURERS L .� SPECIFICATIONS. r N ppis� O O 9'-1 1 8' PLT. w w/ HEEL c 61 4" FRIEZE (TV) a� ,.t :•: >» m O W 9'-4 1/8" PLT. I WIN I 8'-1 1 8" PLT co LAP SIDING `o " FRIEZE (TYP) ! CD co cn co cm 4" TRIM (TYP) a CD N o .a o 'o U- mom ^ 'p cu M ucnm N 0-0 FIN. FL ! s E o 0'-0" FIN.INS { �o i IIF ELEVATIONFR NT 0 SCALE: 1/4" = V-0" KNEEWALL M F.F. 2 x 6 DECKING 2 x 12 SISTERED INTO FLOOR JOISTS - t DECK DETAIL t SCALE: 1/2" = V-0" 1/8" PLS, HEEL 4" FRIEZE (TYP) a 4" TRIM (TYP) _ '-0" FIN. FL ASPHALT SHINGLES z _8'-1 1 8"PLT. 0 z n o L � o Y N n CC) LAP SIDINGcl •�`:. n4 � 4" TRIM (TYP) 0'-0" FIN. a 00 0,-0* FIN. FL -- T o d c a U- a. GRADEGRADE ej • JOB NO. 04-B1-0034 RIGHT ELEVATION Pine Key SCALE. 1/4'11 = 1 1-0" SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 ed 1 y9c� ��1�Rs�l V I�ccJ COUP I f C = Cog .mg m I vim= en Cu o F > pec o e E c FILA. � L � E � a - E $ 0 3' r �� 8 • • a 1 JacksonvilleBeach, orlViLt bui l!y h BESTCON Homes lb �7 O O W W iu to L A » - OW W FILE CCPV FILE UO2V 11 J ILU FILE Co? v FILE CCPV off APPROVED CITY. OF ATLANTIC BEACH BUILDING OFFICE C 0 8 2004 i .o a tH Q ^�. i V NEBoa pan o LL FILE CCPD _"_ }'t J M ® �i .• R C N O � C � m E o 1�` p N L a u. a FIL E COQ- JOB NO. 04-Bl-Oona Pine Key SHEET TITLE SHEET COVER SHEET A+O.Q off CSI, Cr, i � N A m � o Periods only used on one word abbreviations, if the abbreviation ' m 4D ABBREVIATIONS BIT•is a different word b itself; e, . ARCH., , and LAM.GENERAL NTTEPeriods are usually used when abbreviating multiple words, unless they SHEET I D S m 2 E . are very common without periods; e,g. AFF, HVAC, R/A, and WN. o€ � = L-- W,t d d A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING 8 ROOFING A aav ABOVE P F.B. FACE BRICK P P.BD. PARTICLEBOARD Ordinances,and Regulations and 811 other authorities having Jurisdiction. A1C AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CQNC. PRECASTCONCRETE ENAMEL ARCHITECTURAL ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL � A. Vapor Barrier shall be applied on all exterior walls. install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min.)felt under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) A4■O COVER SHEET FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PATER No staples alloyed. AGG AGGREGATE FLR FLOORING) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 0 ROOF: 40 P.S.F.Live Load ( 0 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) GENERALNOTES ALUM ALUMINUM FIND FOUNDATION A.P. ACCESS PANEL F.O. FACE OF PREFAB PREFABRICATED Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4' APX APPROXIMATE FP FIREPROOF PSF POUNDS PER SQUARE FOOT w �_ PSI POUNDS SQUARE WCHEngineering for all structural details,sPecifications,and notes. .20gauga aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIREPROOF Bi88 PTN PARTITION ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED WOOD) LAYOUTS > o> A.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) f� 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT A2.O FOUNDATION PLAN AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A. Foundation types and designs may vary with the individual pendnent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown Insulation each tot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior onto unheated B �B36 36'WIDE BASE CAB. GA GAUGE Q Q.T. ouARRYTILE A2.1 MAIN FLOOR PLAN where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All Insulation to meet HUD minimum property specs. BD BOARD G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR A2.2 ROOF PLAN structure or gas mitigation due to these occurrences. R-11 Batts at fireplace chase walls and under fireplace unit BIT. BITUMINOUS GD GRADE OR GRADING R RISER(ON STAIRS) SLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURNAIR BLDG BUILDING GFI GROUND FAULT INTERRUPTER R.B. RUBBER BASE RAD RADIUS A2.3 FRONT & RIGHT ELEVATIONS '- !r BLK BLOCK(CMUs) GL GLASS OR GLAZING B. All design,revisions,engineering,installation and liability Of sort conditions, mitigation BLKG BLOCKING GLBK, GLASS BLOCK RBL RUBBLE A2.4 REAR & LEFT ELEVATIONS C 9tY 9 R.D. ROOF DRAIN BM BEAM G.L GALVAN[ZEDIRON and structural designs due to inadequate soils or landfill oCCUrences shall be the REFR REFRIGERATOR = responsibility of the'Builder-Developer'oriYSsubcontractors involved with the design and 7. DRYWALL B.M. BENCHMARK GT GROUT REO REQUIRED A2.5 INTERIOR ELEVATIONS - installation of such;and the Architect shall not be held liable BFPASS(DOOR) abte or responsible for their RES RESILIENT riy implementations. A. All walls to haveY'gypsum and all ceiling t um y,ceiling board unless BRG BEARING H 4rH 42'HIGH(WALL) REV REVISION(S),REVISED .,. �. 2 9 +1 9 BRK BRICK HB HOSE BBB REINF RFORCED(WG) ELECTRICAL �1 noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HO HEAD OR HARD RJ.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RALING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM Roots E11 MAIN FLOOR ELECTRICAL PLAN B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING . co H.M. HOLLOW METAL R.O.W. RIGHTOF WAY r' 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET_ HOR2 HORIZONTAL Q) ti D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM CEMENT IN CO � C C.S. CATCH ( ) >= HR HOUR DETAILS CEA CERAMIC H.R. HALF ROUND(WINDOV4Q SC SOLID CORE(DOOR) C 9. DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CM CF CUBIC FOOT HTG HEATING ca CO E. All concrete footings are designed to bear on minimum soil pressure of 3000 s.f.and SD SMOKE DETECTOR P CHAM CHAMFER HVAC HEATINGNENTILATIMAIRCOND. SEC SECTION shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractorto A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUAREFEET _ reinforce concrete footings and poured concrete walls as required forspecific soil conditions C.LP.CONC. CAST IN-PLACECONC. ADA FOUNDATION & WALL SECTIONS � 0 LI- SF.GL SAFETYGLASS m — ortotal codes,whichever,is more restrictive. B. Doer and window Infiltration shall be in accordance with local ordinance and shall meet cIR CHICLE I.B. IRONINGBOARD u- T` performance standards ANSVAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER S.G.D. SLID U40LE GLASS DOOR ISH AD.2 ROOF SECTIONS _� SH SWGLEHUNGORSHELF(VING) V rZ- and the CRF shall not be less than 55. CJ. CONTROLJOiNT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF °r7 Q? CK CALK(ING)CAULK(WG) I.M. INSULATED METAL BHT (DRAWING)SHEET AD.3 MISC DETAILS m !8SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 ps.i. CLO CEILING CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR4 o CLR CLEARANCE) '"T INTERIOR SKL SKYLIGHT AD.4 MISC DETAILS ! J-- C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE tCO G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes cM CENTIMETER(S) tJ JT DONT SNT SEALANT AD.5 MISC DETAILS encasement of utility lines is required,Increase slab thickness at utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER SPEC SPECIFICATIONS O utilities lines well below slab. C.O. CASEDOPENWG KD KNOCKDOWN(CEILING) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN SPK (AUDIO))SPEAKERS S STP and head Hash all windows and doors. COMB COMBINATION KO KNOCKOUT SST. STAINLESSSEEL openings)• STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation waft and all stabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE Including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS i LAM. LAMINATE(D) SSO STRUCTURAL CONTR CONTRACTOR I,. LAV L LOCATION SQ SQUARE DIMENSION N I. Provide'Zip Strip'or tooled control joints where indicated on the foundation plans. cORfl CORRUGATED L.B.C. LOCATION BYOTHERS SUS SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER S.W. SHEAR WALL LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET LL LIVE LOAD T TREAD(AT STAIRS)OR TLE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt CRS COURSE(S) LP. LAMINATED PLASTIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED CST. CASTSTONE LT. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD i O A. Laminated veneer lumber(LVL)shall provide the design values equal to orexceeding the C.T. CERAMICTLE LTL LINTEL T.CJ. TROWELEDCONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAIJ VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTK)N LVR LOUVER T80 TONGUE&GROOVE 2800 psi In Bending,Fb CY CUBICYARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D 1r0 12'DEEP M METER(t) THK THICK(NESS) MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAW MAS MASONRY T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINECABINET T.O.M. TOP OF MASONRY stress+875 p.s.l.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0'inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW Otherwise. DEP DEPRESSED MFR. MANUFACTURER TRORTRN TRANSOM(WINDOW) DET DETAL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meterto an exterior D.F. DRINKING FOUNTAIN MIN MLJIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DDM DIAMETER IDIMENSION MISC MISCELLANEOUS a buildingIn accordance with comments and recommendations as published by the Truss and installed b the electrical contractor.The cable shall be copper a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) commentary Pu Y PPe Plate Institute. The water department shall make the connections. D.L. DEADLOAD MM MILLIMETER U UNF UNFINISHEDON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTMOTHERWME DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR VS VANTTYBASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2 i'high density T&G.Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRS MARBLE v V.B. VAPOR BARRIER 2 ( DS DOWNSPOUT 2413 , Exposure 1,with sealed edges. Install per manufacturers'spacing and edge Mn METAL vB36 36•WIDEVANiTYBASE recommendations. F. Water service shall be 1'minimum from each exterior shut off valve. D/S DRAWER STACK(MIN" MT MOUNTED(ING) VERT VERTICAL D.T. DRAINTLE MULL MULLION OR Mut VIN (SHEET)VINYL DTL DETAL V.S. VEGTABLESWK DW DISHWASHER AI NIA NOTAPPLICABLE V.T. VINYLTLE CO Cn 3• Y'underlayment(minimum)under vinyl or tile on wood frame floor systems. G. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at ceramic DWG DRAWING N N.I.C. NOT W CONTRACT W_ showers. DWR DRAWER NL NAILABLE ,�+ W3630 36'WX30'HWALLCABCC NOM NOMINAL Y Y W WIDE OR WASHING MACHINE 4• Min'%high density O.S.B.wood roof sheathing With'H'dips.APA panel span rating shelf EB EYEBROW(FIATARCH) N.G.V.D. NAT.GEODETLUICVERTICAL DATOM WC WATER CLOSET j be 24/0.exposure 1,with sealed edges.Install per manufacturers!spacing and edge w0 WOOD recommendations. E.F. EACH FACE i recommendations. IMPORTANT NOTE: EJ. EXPANSIONJOINTO OA OVERALL WF WIDE RIANGE(STEELBEAM) OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALLHUNG ! _ D. Roof truss s stems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES ELEC ELECTRIC(AL) O.CAB. OUTSIDEDIAMETET WI WALK-INC IRON OSE Y E.P. ELECTRICALPANFI designs prepared under the supervision of a registered professional engineer. ' EQ EQUAL O.D.-DOUTSIDEDIAMETER GARAGE WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.O.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/O WITH OR WiTHOIrT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & ExG EXITING OPNG OPENING WP WATERPROOF(ING) OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUSTapproval of roof trusses and beams EXT EXTERIOR OSB ORIENTED STRAND BOARD W.S. WATER NSCOTSOFTENER ATTIC VENT C WSCT WAINSCOT W.T.W. WALL TO WALL WWM WELDEDWIFIEMESH F. Min%6 exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit paneIs and cedar siding.See elevations for locations. G sill.ssure Vested(umber to be used where wood is in contact with concrete and for 2x4mud SYMBOLS FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. 1 indicated on the plans. ® EARTH PLYWOOD BLDG. CEILING (SF)X 144 =BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEYj SHEET NUMBER `' ='` SAND OR GRAVEL FILL ® INSULATING SHEATHING BLDG. (SQ. IN.)/300 = SQ. IN.OF VENT REQUIRED ; SQ. IN. OF VENT REQUIRED 12=50%AT RiDGE&50%AT EAVES WOOD STUD PARTITION ® BATT INSULATION ! �® o DETAIL NUMBER OR SECTION KEY j SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 AREA TABULATION g z UNLESS OTHERWISE NOTED RIGID INSULATION a a ® BR,aKline Cfl WATER CLOSET MAiN FLOOR PLAN 1538 SQ.FT. ANGLE CONCRETE BLOCK SECOND FLOOR 717 SQ.FT. v s CENTERLfNE :.Q..-71--1 TOTAL A/C AREA 2255 SQ.FT. 2 d... CONCRETE TUB/SHOWER HB HOSE BIBB (FREEZE PROOF) FRONT PORCH 92 SQ.FT. STONE 'T °' LANAI 243 SQ.FT. C " 9— GAS UNE STUB `X O LAVATORY STEEL GARAGE 414 SQ.FT. ® '�.:. ,;,:.�,� ma E d PENNY BALCONY NY SQ.FT. ® DIMENSIONAL LUMBER DOUBLE SINK BA 153 PERPENDICULAR ❑❑ —1-- TOTAL UNDER ROOF 3157 SQ.FT. JOB NO. 04-BS-0034 D PLATE BLOCKING I L SINGLE SINK DECK 107 SQ.FT. Pine Key ROUND OR DIAMETER ® FINISH GRADE WOODS ❑ ECON D FLOOR 99 SQ.FT.— SHEET TiTLE SHEET TOTAL AREA 3363 SQ.FT. GENERAL NOTES A1 . 1 L .� I � I r O C G EXTERIOR26 si 38 ELEVATION NOTES aE rnL �:�'2E [NOTE_EXTELEV] M e g 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE E 1;1 PER ACTUAL SITE CONDITIONS. F. COo 2. PROVIDE ROOF AND SOFFIT VENTS AS �t R E a a REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. r N tb � 9'-1 1/8' PLT. — *_ w] HEEL a w 4" FRIEZE 6'-4" - ^- w +__�'-O„ FIN. FL ON N � rT, � W CM 4" TRIM (TYP) 87 COL. � N N C" ui =30 .Q °a L 91- co M N co ca 0'-0" FIN. FL _ L m N i — p N GRADE CD c o REAR ELEVATION SCALE: 1/4" = V-0" uj W/HEEL i -12 ASPHALT SHINGLES 6 ' i 1 i i r PST. z � z 4" FRIEZE (TYP) a as v `oil ®®®M LAP SIDING co 7 eta M • s LL M enj 4" TRIM (TYP) # o is N C mc 0'-0" FIN.. FL 0'-0" FIN.. FL y 'Eo a LL a. GRADE GRADE JOB NO. 04-B1-0034 LEFT ELEVATION Pine Key SCALE: 1/4" = V-0" SHEET TITLE SHEET REAR&LEFT ELEVATIONS A^. w� �zom �o rn L2 � E m g �L E S} 2 Luc,. � nnCgO Y r N 1p � O O 2'-0" 3'-3" 3'-6" e '014'-0" 0 i ----- -- o ______ ______ ? ■ ---- -__ � - - N w IN sq*_ V) � REF. SP. cm Ib a ti T \ / s N cDccDj DW SP. °° \ / m cu c t ti cq C 3c N -m "i: 1 11 I " 1 " f A / f0 1 -0 2-0 4-0 2-0 4-0 4'-0" KITCH N p c o � a a SCALE: 1/2"=1'-0" 3'-0" 2'-8" 3'-0" 3'-0" �w O O O FEI FE I Nto _ -- -- -- MICRO -- -- -- — -- -- —"j -- -- M M Cl ------------- \ s 1: f: • - ' RANGE o - c � [� egm --_ M M cV b/ j \ . � v 1777 u 3' 'jj Nil -0" 2'-8" 3'-0' ,'-0 c! " NIASTE R BATH BATH #3 J LL . eG`• 'Y O � O SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0' m L c CL Li a KIT N , JOS NO. 0481-0034 ■ ' SCALE: 1/2'11 Pine Key SHEET TITLE SHEET INTERIOR ELEVATIONS A^.� e ' AIF76 m g ' - E — N d O C y c c 8 y m m $ n E $ ci m — w v 3 E d E rn E c GG o CL m I i Ev SLOPE 3/4•x12" �� � c a U 8 S AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 7 31/2"CONCRETE SLAB REINF. @ 32"O.C.w/2•x2'x1/B' w/6x6x10/10 W.W.M. 31/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 31/2"CONCRETE SLAB REINF. EXPANSION JOINT w/6x6x10/10 W.W.M. w/6x6xl0/10 W.W.M. 31/2"CONCRETE SLAB REINF. w/6x6xl0/10 W.W.M. -III • ' ~'•�" 1 6 MILL POLY VAPOR BARRIER 1• s•' :. _ I 1' 6 MILL POLY VAPOR BARRIER I I .`Y •— COMPACTED EARTH _09 -I j(( " ''� :':..•a I — 1._ .., a: - .•:• 1 I I _I » I I u9 cn COMPACTED EARTH r -- 6 MILL POLY VAPOR BARRIER • • ti• , ; ,: •t' ; 6 MILL POLY VAPOR BARRIER 8 ai ' 1'-0: (2)#5 REBAR CONT. _ ' ti I I� '-t 4 ':;�,:,�.: Y;'' (2)#5 REBAR CONT. �' a I I,; COMPACTED EARTH COMPACTED EARTH , » •,�� #5 REBAR CONT. ,--'��-- •��— �--_ #5 REBAR CONT. 1-0 V-6* a -- tea CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL " O 9 SCALE; 3/4"=1'-0" SCALE: 3/4'=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" . w � O NN N lN9 m m 'fl X co ca O O U. m {j„ cm U ~ c! C m OVERLAP SLAB J m N 1 1/2" v mami rn HOLD HDR.BLK. => > c TO OUTSIDE NAIL ROOF SHEATHING oc c O 11/20 (PER STRUCTURAL) a a FIBERGLASS SHINGLES IMPORTANT NOTE: 1/2"x7'WEDGE ANCHOR NP.SLAB - REFER TO�RODETAILS F PLAN AND @ 32"O.C.w/2"x2'x1/8" EXP.JOINT � � OVER 30#FELT OVER 7/16" EAVE DETAILS ON SHT WASHERS @ 32"O.C. SHEATHING.OSB BOARD OR 15132»PWD AD.2 FOR ROOF PITCHES I I IIII IIII FOR ALL HOUSES 3 1/2"CONCRETE SLAB REINF. —� I i IIII .11 III TYP•SLAB AIR BAFFLE BTW EA TRUSS 12 w/6x6x10/10 W.W.M. `rte I - TO MAINTAIN 1/2"MIN AIR VARIES STRAP FOR,TRUSS -� � I IIII IIII I IIII III ^) IIMR III SPACE FOR VENT — ANCHORAGE w. `- .. :i.1: _ III — 16" (SEE STRUCTURAL) Oil { IMI II IIII IIII -IIII IIII IIII IlfR11 I ( I—I III GALV.METAL O.H. •• :`. 6 MILL POLY VAPOR BARRIER DRIP EDGE R-30 INSULATION AT CLG. •' ,_�' , TYPICAL FOUNDATION COMPACTED EARTH IIII IIII I I I I � , � , , � � . IIII IIII I I I I TYPICAL FOUNDATION I- --I I' -F j'—' ' (2)#5 REBAR CONT. i i ( III I I ( ( I ( IIII IIII WRAPPED • 5/8 GYP.BD.CLG. IIII IIII II IIII III ! ALUM.FASCIA '. III III IIII IIII . OVER 2x6 I I I „ I I I I I Il I I I I IIII �. - _ ' I I I I PERFORATED I I - IIII o • VINYL/ALUM. 1/2"GYPSUM BOARD SOFFIT IIII IIII III'EM II 1HEI I111111 I I STUCCO FRIEZE 2x STUDS @ 16'OC(MIN#2 IIII II ( ! ' � � � Illl II ( III IIII IIII SPF) _ PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING o, P.T.2x PLATE CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TE MIN.LIGHT TEXT.STUCCO INTERIOR BEARING DETAIL FOUNDATION 0 DOOR PORCH EDGE VENEER OVER 3/4"TO16"YWOENGINERE SCREWED MTL LATHE AND TO 16"PRE-ENGINEERED FLOOR VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" SCALE 3/4"=1'-0" SCALE- 3/4"=1'-0" 5 SCALE: 3/4"=1'-0" OC (SEE FLOOR;TRUSS ENGINEERING) • NAIL ROOF SHEATHING 1 ST FLOOR TO RIM JOIST BY TRUSS MANUR SEE FLOOR TRUSS `t (PER STRUCTURAL) IMPORTANT NOTE: 12 REFER TO ROOF PLAN AND EAVE 2ND FLOOR ENGINEERING) r FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STRAPPING PER 30#FELT OVER 7/16"OSB BOARDSTRUCTURAL PITCHES FOR ALL HOUSES — 1/2' CEILING,BD OR 518"GYP.BD OR 15132"PWD SHEATHING. 16 TYP. P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTO.H. STRAP FOR TRUSS ANCHORAGE(SEEW EA TRUSS STRUCTURAL) &1/2"x 10"ANCHOR BOLTS AT 32'O.C. TO MAINTAIN 112'MIN W/2x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. cn TYPICAL ANCHOR GALV.METAL 112 CEILING BD OR 5/8"GYP.BD TYP a SEMCOTPP4 AT32" DRIP EDGE -81 STOP EXTERIOR WRAPPED ALUM. c FINISH 1" 4'CONC SLAB W/6X6X10/10 WWF FASCIA OVER 2x8 o BELOWco FINISHED OVER 6 MIL VAPOR BARRIER OVER PERFORATED F PROVIDE MID-WALL BLOCKING FLAT TYPICAL SLAB CLEAN WELL COMPACTED,TREATED FILL ¢ d FLOOR VINYL!ALUM.SOFFIT WISE @JOINTS IN SHEATHING o u a REINF. "�`� �" T 7/8"MIN.LIGHT g TYP.VERT. SLOPE STUCCO FRIEZE o TEXT.STUCCO 2x STUDS @ 16"OC(MIN#2 I I I ►= N; VENEER OVER 2 4 GRADE 1 STORY: 20"X 10 CONC.FOOTING W/ Z SPF) N z (2)#5 CONTINUOUS AND(1)#4 DOWEL PROVIDE MID-WALL BLOCKING FLAT = 3' MTL LATHE AND P.T. PLATE w/ANCHOR C) zo emu o I I I k_=4 I1I I IIIopt I_ AT CORNERSIOPENINGSAND4WO.C. x n- VAPOR BARRIER BOLTS PER �- Zo1 WISE @JOINTS IN SHEATHING = b STRUCTURAL > ( III IIII—IIII I ( 1 TYPICAL FOUNDATION _ I I III AND 98"O.C. AND()#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SP s s T " ui A _ u. 4 CONCRETE SLAB WITH IIII I I I I IIII IIII III IIII III ( IIII-- HEADER BLOCK. ? N 6"x6'Sc10/10 W.W.F.TYP.(3000 W t* N z PSI.FIBER MESH OPTIONAL). N 0 c*� •--� 7/8'MIN.LIGHT is g (1)#5 CONT. _j �+ III III III ( ( III I I 2 STORY: 24"X 10"CONC.FOOTING W/ TEXT.STUCCO P.T.PLATE w/ANCHOR BOLTS PER (3)#5 CONTINUOUS AND(1)#4 DOWEL VENEER OVER STRUCTURAL , SLOPE GRADE " ' t o u�i o : �`• AT CORNERS/OPENINGS AND 48"O.C. MTL LATHE AND J \ \ \ \� _ " cl r 4"CONCRETE SLAB WITH 6"x6"x10110 AWAY ALL SIDES /\/\/ IIII 0 EEE •o - O : I I O O -OR-(1)#5 DOWEL AT CORNERS/OPNG'S VAPOR BARRIER u, rco W.W.F.NP.(3000 PSI.FIBER MESH w \\/\\/\\/ 6 MIL VAPOR BARRIER Jx c a' I ( I I I IIII I I I AND 96" AND(1)#5 CONTINUOUS AT OPTIONAL). //\ I \// '' ?'t,' : o _ " HEADER BLOCK. (1)#5 CONT. \/\\ . • ;' \/\ i 0 2 IIII IIII IIII IIII I I 24 �\ TYPICAL FOOTING(MONOLITHIC OPT) a U- a ' (NOTE): BEND ALL DOWELS MINIMUM • .••. : .. %\\/ �� ••• ' ' �•��; \/� SEE STRUCTURAL FOR SIZE& ( ( 20" I f I I 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES "�// / / / / //� REINFORCING ad 61 INTO FOOTING. \ \ /\\/\\/\ 1 STORY ��// // // / 6 MIL VAPOR BARRIER ////j///////////j JOB NO. PROJ.MGR. // / ; g' • DRAWN BY i�\\ ;: : •.. TYPICAL FOOTING(MONOLITHIC OPT) CHECKED BY SEE STRUCTURAL FOR SIZE& \ STEMWALL FOOTING STEMWALL FOOTING REINFORCING CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET 4 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" 2 SCALE: 1/2*=1'-0" SCALE: 1/2"=1'-0* DETAILSION ADA c PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD o '� o CAP OF SADDLE FLASHING OF SADDLE FLASHING ! 5d O o ALUM.FLASHING Q y 8 > g SIMPSON H5F - $ " y AT EACH JOINT " WOOD STUD WALL SYSTEM o N " � c o c Ry c rn ... 2-X4"BLOCKING(SEE WOOD STUD WALL SYSTEM c Y3 = C � � CRICKET (TYPICAL) MANUF.SPECS.FOR CEMENTITIOUS FINISH SYSTEM CEMENTITIOUS FINISH SYSTEM 1 c'w c E 7/8"MIN SIDING OVER CHIMNEY MIN.DISTANCE) � w � ._. o Q v as MTL LATHE CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING CORROSSHEATHING cnDI a SCREED ION RESISTANT METAL CC 0 EXTERIOR FINISH CORROSION RESISTANT METAL Y x OVER 1/2 SHEATHING SCREED CORROSION RESISTANT METAL 5"x5"CONT. °C GALV.MTL. OR O.S.B. CORROSION RESISTANT METAL Z-BAR FLASHING W1 SEALANT FLASHING 2X6s NAILED TO " ¢ 7/8"MIN STUCCO Z-BAR FLASHING W/SEALANT o CORROSION RESISTANT METAL — STUDS w/16d @ 6 z z¢c FLASHING OVER MTL LATHE TOP FLASHING OC CORROSION RESISTANT METAL STD ROOFING ¢ BLOCKING @MID POINT TRUSS TOP CHORD M w= �r WHEN CHIMNEY EXCEEDS PAN FLASHING � ROOF SHINGLES � . �� 6-0 IN HT. ROOF SHINGLES z� ROOF SHEATHING z a � � SEE STRUCTURAL = ROOF SHEATHING N S ROOF FRAMING FOR HURRICANE c�? PRE-FAB CHIMNEY a ANCHORAGE cc a ROOF FRAMING 2" S 4 1�,'1° Z DETAILS TRUSS 2"x4"STUDS @16'O/C. � BOTTOM TRUSS CHORD `n CHORD CRICKET GALV.MTL.FLASHING oz FFA. 0 w DB'L 2"x4"BLOCKING SIMPSON MTS12 @ EACH CORNER24" 4-16dEASIDE, 1'-4'MIN.TYP ..' CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL ROOF TO WALL { 12 SCALE: 1 1/2"=1'-0" 1 1 SCALE: 1 1/2"=1�-0" 1 Q SCALE: 1 1/2"=1'.-0" SCALE: 1 1/2"=V-0" CD tn 04 co N 0 M co cz � � X SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPS IMPORTANT NOTE: o 2 ti PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED m IL r. FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. REFER TO ROOF PLAN NO PENETRATIONS THROUGH VALLEY FLASHING. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 5 FOR PITCHES 1'-4" c - VARIES C° RIDGE OR HIP RIDGE PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED qp,2 _ L � N TYPE LINEAR VENT a PER ROOF MATERIAL MANUFACTURER REQUIREMENTS INSTALL AS PER ALUM RAKE FASCIA 2x8 RAKE � > ai CORROSION RESISTANT METAL TRIPLE RIB MANUFACTURERS i WRAPPED IN ALUM o a-' 0 VALLEY FLASHING WITH 1"HIGH'V'CRIMPS WRITTEN INSTRUCTIONS .. TYP ROOF CONST a a ___ 2X4 OUTLOOKERS AT SEE WALL SECTIONS 24"O.C. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAP SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT F SOFFIT NOTES&FINISHES ROOF SHEATHING ROOF FRAMING ROOF SHINGLES ROOF SHEATHING 10" ROOF FRAMING SIDING OVER 7/16"OSB MIN. E 2 i GABLE END TRUSS W/ ALUM FASCIA OVER VERTICAL MEMBER i' La 16"O.C. 3 FRIEZE WEAVE ROOFING �N, UNDERLAYMENT PER ,%.5 "M 4'MIN. Ap•2 i; ROOFING MFR'S RECOMMENDATIONS W/ 36'WIDE 30€t SWEAT SHEET RIDGE GAP FOR VENTILATION ROOF- FLASHING ROOF- RIDGE LAP SIDING ROOF - VALLEY- ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL - 8" OH =1' 8 SCALE: 1 1/2"=1'-0" 7 SCALE: 11/2"=1'-0" 6 SCALE: 11/2"=1'-0■ SCALE: 11/2"=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH 2,-8" 2=8" ALUMINUM 12 ALUMINUM 2'-8" ALUMINUM 12 GLUMINUM UTTERS 12 GUTTERS z GUTTERS 12 GUTTERS Ind 3a 8 6 I . z 7 Es R-30 INSULATION n le rr 5 z OVER LIVING SPACES R-30 INSULATION R-30 INSULATION " .= a o OVER LIVING SPACES OVER LIVING SPACES R-301NSULATION p OVER LIVING SPACES a � n 'k, o a a g -� 0 4 HEADER AT WINDOW g J HEADER AT WINDOW g HEADER AT WINDOW M / LL N AND DOOR OPENINGS AND DOOR OPENINGS co AND DOOR OPENINGS ■ SEE TYP.WALL SECTION FOR si% p 4n a " ° FASCIA,SOFFIT NOTES&FINISHES �s ti cGv N N "J"CHANNEL STOP SIDING OVER '•, <' 9 c SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER p 2 X_ FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES a u. a BM OR LINTEL(SEE STRUCTURAL) ' 6"BAND Js "J*CHANNEL STUCCO STOP 'J"CHANNEL STOP "J"CHANNEL STOP � 06 No. 2"BAND PROD.MGR. DRAWN BY SIDING OVER SIDING OVER SIDING OVER �, VARIES COL'w/EXT FIN CHECKED BY 7" LATHE AND VAPOR BARRIER r LATHE AND VAPOR BARRIER 7 LATHE AND VAPOR BARRIER - - � - :12 PITCH SAVE DETAIL - 3:12 PITCH SHEET TITLE SKEET EAVE DETAIL 8:12 PITCH EAVE DETAIL 7:12 PITCH SAVE DETAIL ROOF DETAILS SCALE: 1 2"- -0" SCALE: 1 1/20=1'-O" SCALE: 1 1/2"=1'-0' SCALE: 1 1/2"-i'-0" i D" 1 i' 1 L A o p e 28 0 N 9 o c •c o v n — � C N � $ > f0 j ta 41/2° L .� ' 'W Ag MIN 3 ca ,, ,� a <u I=-5� --- WALL SIDING � :; SHEATHING Ij TYP.WALL i CONST. SIDING OVER LATHE AND DOOR FELT-SECTION E WALL WAY w 1/2"STARTER STRIP F.F 2X4 STUDS CAP FLASHING to 1x4 CORNER BOARDS PLACEMENT BY L 1x8 P.T. DOOR WAYS 4-1 TEXTURE FIN. ON FOUNDATION o w ar �J � — VJ EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT co 10 co SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" m cep N O M CD co WALL m � X 1" m a REAR WALL OR SIDE WALL MOUNTED; 1/2"CLO BD OR i LAYER GYP. BOARD ti SIDE MOUNTED AT BACK SPLASHES,TYP. " v ca ch COUNTERTOP 5/8 GB w/6 BATT INSUL c O m " PER SUPPLIER ATTACHED TO BACK (2)2x HDR °D N 20 TO 25' TYP 1900 J-BOX � 1 (SEE STRUCTURAL) v, LIGHT SWITCHES, ° HORIZONTAL SINGLE CO 0) a, COVER PLATE/OUTLET 2 LAYERS ;1/2"PLYWOOD SPACER g > m THERMOSTATS, a m c AND ALL OTHER R-11 BATT FINGER JOINTED ENVIRONMENTAL INSUL WOOD CASING � a n CONTROLS 3/4'STOP KITCHEN TOP 1/2"x 12'H I I BOTH SIDES PWD ALL 4 SIDES II 2x_ TRUSS ` CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL TYP 1900 J-BOX R30 TVs HORIZONTAL SINGLE INSUL WALL CAP OR COVER PLATE/OUTLET TYP DOOR PER SCHEDULE BRKFST.TOP _ SEE FLR.PLAN Jh NON LOAD LOAD CONDITION CONDITION 3/4*STOP BOTH SIDES //II��// I GYP.BOARD KITCHEN TOP //II/�//II, ,_ i � w II 2x_ � i� � � /— � In \%/��\% /�\\��/ \�� WOOD CASING JOINTEDFINGER FRAM NG4 g Wl 112w DRYWALL ,� /�IIg/�II�� `�° Z 24•DEEP BASE CABINETS . � 24• TYP FLR CONST 21/4" WD TYP DOOR PER SCHEDULE FINISHED FLR CASING WOOD FRAME FRAME TYPICAL JAMB (2)2x4s i CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 221/2" X 48" INT HEADS & JAMB SCALE: 1 1/2°=1'-0" SCALE: N.T.S. SCALE: 1 1/2"=1'-0' SCALE: 1 1/2"=1'-0" EXTERIOR INTERIOR TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" DOOR VANITY CLEAVAGE MEMBRANE BRUSH TYPE ALUM.THRESHOLD SET 2X4 WD.STUD CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP Qa 16"O.C. IN FULL FLOOR SYSTEM SEALANT BED � 2 1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINTma GARAGE DOOR FILLER,WHERE "(o a APPLICABLE a CERAMIC TILE �'s;�?. • t ,tt iq � m 4 CERAMIC FLOOR TILE co to 1x6 WD DOOR STOP asona a a a dQ ` z c ° SLOPE TO DRAIN SLOPE o - .[ `i �- - 40 (4)2x P.T.BUCK _ u ;: a d .d. a , a rzi F. T ° Qd � ° III III— � ! � � ch N FINISH TRIM ORLL BAND d I •ci a • . III I I 1 �� � __ FINISH I III I I I a a. 11 � I 4, CO FLOOR SYSTEM xycm O °O' 0 CONC.WALK I SEE STRUCTURAL DWGS ma CONC.SLAB& FOUNDATION per• SEE STRUCTURAL DWGS. Poa PR0J.MGR. DRAWN BY CHECKED BY BATH BATH DOOR- OVERHEAD GARAGE DOOR `�, ERCURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD � EXTERIOR SHEET TITLE SHEET SHOWER �V ALL � Vd®-iNIT� SHO MISC.DETAILS SCALE: 1 1/2°=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" A D•3 L c 1x4 CEDER 5 co o o 1-5/8'CROWN = is y a 8 > co 10•ANGLE CUT Cc d 8 = .E t o c E a "' -5 rn 2x6 FJ CEDERA 2x6 FJ CEDER 6" L �- � co E o � f° co c_ o 1x2'x2'CEDER 2x6 FJ CEDER 6 'N a c o E b �u. 0 I088 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER 5"ANGLE 5"ANGLE 5"ANGLE (Jr} 3 3" 3• 4 4 � • w — a r } 10wa 2 -- 2x4 PT SPR 2x4 PT SPLIT 2x4 PT SPLIT C)» � f T l { W OPTION 3 OPTION 2 ' OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIM 7 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2•=1'-0• SCALE' 1 1 2•=1' `D N C m ti lD U) C N a p O LL m c t C v ti p M C m t0 y m M 6•HARDI BOARD BAND o c TOP OF COL 6"HARDI BOARD BAND 6'STUCCO BAND o TOP OF COL TOP OF COL OR STUCCO 8" 8" I INSTALLATION SEQUENCING: 2" • I I 1. THROUGHOUT INSTALLATION, 2 I � 12•SO TAPER TO 10" 2 KEEP THE WINDOW JAMBS PLUMB AND SQUARE.KEEP HEAD ICOLUMN I I ANS SILL LEVEL AND SQUARE.MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e.DOUBLE HUNGS)TO AVOID"BOWED OUT" V-27 �r 8•SO COLUMN " 2'0 12•SQ COLUMN INSTALLATION. I ( I 3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES STUCCO PRIOR TO SETTING WINDOW INTO OPENING. V1-4� I I 4.PLACE 114'SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.;CENTER THE WINDOW IN I I THE OPENING ALLOINING A 114"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAYBE REMOVED. i HARDIBOARD HARDIBOARD PAINTED 5.INSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING I I PAINTED STUCCO BAND I I OR STUCCO AT THE MIDDLE OF THE WINDOW.FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1".KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. I I10"HARDI BOARD BAND to I OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. II 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6'HARDIBOARD BASE 6'HARDIBOARD BASE OR STUCCO 8.INSULATE AROUND PERIMETER WITH BATT TYPE 1NSUALTION. DO NOT USE EXPANDABLE 1/2'SPACEFOAM. / PORCH LINE 1/2"SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. . PORCH LINE 1 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 114"GAP AT SILL BETWEEN STACK STONE STRUCTURE AND WINDOW.THEN,CAULK THIS GAP. SO STUCCO COLUMNI SQ STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). i I FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING, 2. SET WINDOW UNIT. SO STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG COLUMN PAPER. 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. gz 4x4 P.T.POST5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. • ° SEE FLOOR 4x4 P.T.POST 4x4 P.T.POST 4 PLAN FOR PLANFORR SEE FLOOR PLAN FOR NOTE: Q LOCATION LOCATION LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. a • SEE SPECIFlCAT10NS FOR MATERIAL TO BE USED. '' E v (� STONE FINISH STUCCO FINISH z TRIM BELOW >i TRIM BELOW `n HARDIBOARD I I q P.T.WD WRAPPED COLUMNS p +' CD "N 4 (PAINTED) N P.T.WD WRAPPED COLUMNS a (PAINTED) IMPORTANT: Q N II IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN �+.� N 2X4 STUDS 2x4 STUDS 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. � o 14-7;� DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY I DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT.,BE UNDER WARRANTY " o c ci l'-5" _L1 21-W IF EXPOSED TO MURIATIC ACID. O 2'-0" a u- a DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING: STUCCO COLUMN BASE SO STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULLANDVOID 1F ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL Y JOB NO. COLUMN BASE AREA OF ANY WINDOW. PROD.MGR. DRAWN BY CHECKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL SHEET TITLE SHEET MISC.DETAILS SCALE: 1 1/2"=1'—d" SCALE: 11/2"=1'-0• SCALE: 11/2"=1'—d" SCALE: 11/2"=1'-0" ADA 0 4 U f0 O a-- Q U O Z L •� N '� CL O c O O 0 1 :3 8oU °o NAIL W/11 -10d 2 2 8 y o01 H e° COMMON IN THIS AREA. c vi N VERIFY w/STRUCT. ,1 Q m $ $ 44"MINIMUM B LL CD 6 3 } ° 6800 a 11-5 0 eo pppp o C e NAILING NOT NEEDED IN THIS AREA UP TO 16" FLOOR SYSTEM w i 2u, SYP DOUBLE PLATE i 0 NAIL W/11 -10d COMMON IN THIS AREA. (� VERIFY w/STRUCT. PROVIDE MINIMUM 1"END DISTANCE O w � _ M ( ] �+ ° r , EQUAL NUMBER OF SPECIFIED NAILS IN EACH END STRUCTURAL TWO STORY STRAPPING SCALE: 1 1/2"=V-0" m ti j a N E N IM co W � X i 7 f0 HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN c w WOOD TOP RAIL 0° "- ti AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. m M HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. c a� o HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT N FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE N o IN NEWEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE j 1 1/4"MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, c m z z HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a - goiL w = STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANT w cc I BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT u. WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C.,MAX. THE HANDRAIL CONSTRUCTION SHALL BE WOOD BASE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN INTERIOR SUBFLOOR1/2"GB 2x BLK'G ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. _ Q� J WRAP 6"UP WALL&ALL PENETRATIONS. g � GUARDRAILS SHALL NOT BE 200 lbs 20Co5 Z O LESS THAN 42"IN HEIGHT. ANY DIRECTION INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY LOCATION v SLOPE Q N va•:r.r z STAIR FRAMING _ OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4"MIN SEE STRUCTURAL DRAWINGS FOR FRAMING c 4"DIAMETER SPHERE CANNOT PASS THROUGH. 0O cr THE GUARDRAIL CONSTRUCTION SHALL BE 4•SPHERE O INFORMATION 5/8"TYPE"X"GB H MAY NOT PASS cv @ ENCLOSED USABLE o cf) ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS z THE TOP RAIL OR AS REQUIRED BY CODE. 6'SPHERE MAY NOT PASS 2x4 STUDS @ 16"OCWALL MTD i:THROUGH .,FTHE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH I SPECIFIC REQUIREMENTS THAT A 6"DIAMETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR j BUILDING DESIGN AND CONSTRUCTION. STAIRS STAIRS STAIRS s DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CODE DATA — 8 SCALE: 1 1/2"=V-011 SCALE: 1 1/2"=11-0" 6 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" i FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE 3/4"PLYWOOD TREADS — 3/4"PLYWOOD TREADS EQ.TREADSSEE PLA v z z EQ.TREADS z g ¢ 2x FRAMING SEE PLA co 3/4" w a GYP.BD. cn z TYP v 1" 1 x10 SKIRT BOARD w g " Lu TYP. 3/4 _ Ln a, W w TYP u t w 5/8"PLYWOOD RISERS(TYP.) JEEXPANSION PANSION w z 2x12 NOTCHED STRINGER 6'+ GAP 2x12 STRINGER �P (3 STRINGERS MIN.AT / °� ?�Z 2x12 NOTCHED STRINGER Np }P� (TYP.) jlaw EACH STAIR RUN) EXPANSION GAP —c 'E 5/8"PLYWOOD RISERS (TYP.) �?> L f) 2 2x12 NOTCHED STRINGER 0R N N SECURE NOTCHED STRINGER TO SILL 2x4 SPACER N PLATE WITH FRAMING ANCHORS.SECURE ,�. o PLATE TO SLAB WITH SLOT PINS. m Lq ALL WOOD IN DIRECT CONTACT WITH o �' CONCRETE TO BE PRESSURE TREATED o E- ai OR PROVIDE IMPERVIOUS MEMBRANE ;� O t SEPARATION AS ALLOWED BY CODE. .. a. u- a. (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER ° JOB NO. (3)2X12 STRINGERS TYP. i i STAIRS STAIRS STAIRS STAIRS STRINGER DETAIL FLOOR STRINGER 9 LANDING (BOT) STRINGER ac LANDING (TOP) SKIRT / WALL DETAI ' SHEETTITLE SHEET MISC.DETAILS 4 " f )f - 1, 1 e SCALE: 1 1/2 =1 -0 SCALE: 1 11/2"=V-0" SCALE: 1 1/2 =1-0 SCALE: 1 1/2"4-0" AD L