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Permit 1850 Beach AvenueCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Application type description Property Zoning . Application valuation . ---------------------------- Application desc REPLACE GARAGE DOOR ---------------------------- 10-00000727 Date 6/09/10 1850 BEACH AVE WINDOW AND/OR DOOR TO BE UPDATED 1025 -------------------------------------- -------------------------------------- Owner Contractor ------------------------ --------------------- MCDANIEL, F.N. OVERHEAD DOOR CO. OF --- JAX 1850 BEACH AVENUE 6884 PHILIPS PARKWAY DR. N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268-1627 ---------------------------------------------------------------- Permit WINDOW AND/OR DOOR PERMIT ------------ Additional desc . Permit Fee 60.00 Plan Check Fee 30.00 Issue Date Valuation 1025 Expiration Date 12/06/10 ------------- ------------ --------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --- - - ------------ - - --------------------------------------------------------- Fee summary Charged Paid Credited ------------- ---------- ---------- ---------- ---- Due ------ ---- Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total 30.00 30.00 .00 .00 Grand Total 90.00 90.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. +.,. ~ ~ ~ ~ CITY OF ATLANTIC BEACH .F ~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ,'s3 OFFICE: (904)247-5828 ~ FAX NO.:(904)247-5645 ""~"~ ~ 6UILDINGDEPT~COAB.US ~. ~~~~~' BUILDING PERMIT APPI IrATIf~NI /~ .~.~ ~ ~'~T~~ (awl nllvet r~+nll~lrv .. .. ,... ~~~I~~r-4~.x~.~ N ...his . 6~ . ;. ~ ~- ~~7.~. -,.~.R .. .. _ . ~~ t~vz~ .'~.~~~ DE ~S~ ". ~/ YK ~ d I~ l'°~ ~ A n i~Beach FL 32233 ~ ~ '~ , ^ NEW BUILDING ^ DEMOLITION RESIDENTIAL LOT _ BLOCK SUB DIVISION ^ ADDITION ^ CONVERTING U ^ COMMERCIAL _~5`Gl~I....Q'_ ~A_.:.,: ..~. : , . +F"~~ t .. ^ ALTERATION ^ ACCESSORY 1 ~~FIRL~€Sl'F~I . ~ ~~y ..._ ... )~ REPAIR ^ POOL /SPA ~ ^ N/A ^ MOVE ^ OTHER .. .. . t~~E:~T,rrowN~:. : ' ~ ~ ~. aoNT~cT.o.R., .:.. f~~~~~.. ,,, .. ~ ..: 9• Et 15 COMPANY NA1~1E: 23. COM E' Frn ii~~ ~1'~,l'~tiw, e ~ ~ ~ ~ ~ -~~. ~ N 16. E: L 24. LIC NAME: O~ T~ 0 10. ADDREfRS: 17. ST TE OF FLORIDA CENSE NO.: 25. STATE OF FLO S O.: 18~~ ~ , y ~ 26. ADDRESS: Co ~ ~ ~~ '/l . c- .S a n v ~ a ZJ 11.OFFICE PHONE: 12. FAX NO.: ~ OFFI~jE~~ON~~, ~ ~ 20. FAX NO.: ,~1 27. OFFICE PHONE: 28. FAX NO.: 13.~L~ ~ NE:~~~ ~~jj ~ 2 CELL PHON i ~ j(' ~~~ 29. CELL PHONE: 14. EMAIL ADDRESS: EMAIL ADDRESS: ,EMAIL ADDRESS: / ~ ~ u ~ [.~ ~ ~ . ~~ .: ~,~ . '.", . ~ ER 31. NAME: 33. NAME; 35. NAME: 32. ADDRESS: 34. ADDRESS: 38. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installatfom has commenced prior to the issuance of a permit and that all work will be performed to meet the standards. of all laws regulating constriction in this Jurisdiction. This permit becomes null and void if work is not commenced within six (ti) months, or if construction or work is suspended or abandoned for a period of six (ti) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Alr Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in. compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obta(ning a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. .., ,_ ,. E C >O "Lpr~O~ ~, . . . All . .. a red: ~ Sign Date: ~ ~ ~ ` f ~ this da nth ounty of Before me this~T~d of in the county of ~ ~ D , S e of Florida, n I~ ~ ~ D , S to of lorida, has My, ~i ~ i heri y mse / loprse grl shy statements and declaretions are he ' hi se f /hers n ents~4nd declarations are ` ~: accurate.: ~°' ~ and accurate. = ~' -~~ Nota Publi t L~ ~ t f ~~~~ C f o $ ry c a r o $ ~~ ~~ c~n Notary Public at Largew Cate ~ ^ Personall Lf y K # ~ ; ~~ ~` y now 0 ~ ersonally Known 9 tat`•~' ~ ~ ^ ~ -I ~ ~ i Produced Identi duced IdentlflcaGon Notary Signature ~ *~ to ~~/I /~~~~~ CITY" OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL .. REQUIREMENTS AND CONDITIONS. COAB FORM BLD t~~~+Y~r•~l'L/D BY: --~(f W1+ DATE:, rtF Ytic1t{1~M4WR?nMas^~ttf:;+.t~t+` ;M~.l/[•i.~ xfe1!s',:tt, r ,I Product Aoorovai Menu > Pral~ck_or Aoollcatton Search ~ Appilution Lbt Search Criteria Refine Search Code Version 2007 FL# 11522 plication Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL QuaNty Assurance Entity ALL Quailty Assurance Entity Contract Expired ALL Product Model, Number or Na me ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Results - Aeelicatiens FL# TVpe Manufacturer Validated By atus FL11522 New Overhead Door Corporation Kurt Dietrich PE Approved Category: Exterior Doors Bobcats ory: Sectional Exterior Door Assemblies 704 875-8610 Department of Commun/ty AfMlra Fbrlde euildinp Code On/ices codes and Standseda ZSSS Shumard Oak eoulevaro Tallahassee, fbrhi8 32399-2100 (850J 487-1824, FaX (B50J 4i4-8436 © 2000-2010 The State of Fbrlda. All rights reserved. Product Approval AcwpM: eC wnsw~ srrZarrt MHR+IY~ ham'//www flnririah„;1.1;,,.~ ...-,../..._i.,._ --._._ ,.. -s!.:~~~;-~,,.~ City of Atlantic Beach ,~ S1 Building ®epartrnent J 800 Seminole Road ~'' r~ Atlantic Beach, Florida 32233-5445 ~~ Phone (904) 247-5826 Fax (904) 247-5845 '^"~Jj~ ~%~ E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) /D/~/D7z7 Date routed: (P / 7 ~/~ Property Address: ~~~ ~ ~~~c~ ~/~ Applicant: ~5/~,~/~jyl1..,CS DO Project: /{. Q ent reviews required Yes iVo Buildin nning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Review~f~e ~. ^ Dept Signature .Y~ Other Agency Review or Permit Required Review or Receipt of Permit Verified i3y ®ate Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ^Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: `''yam Date: G ~7' /CJ TREE ADMIN. Second Review: ^Approved as revised. ^Deni d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: __ _ Date: Revised 05/14/09 MAP SHOWING SURVEY OF: A PART OF GOVERNMENT LOT 4, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF LOT 2, OCEAN GROVE UNIT No. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'46'42" WEST, ALONG THE EASTERLY LINE OF SAID LOT 2 AND THE EASTERLY LINE OF LOT 1 OF SAID OCEAN GROVE UNIT No. 2, A DISTANCE OF 74.02 FEET; THENCE NORTH 86'13'18" EAST, A DISTANCE OF 50.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY AS NOW ESTABLISHED); THENCE SOUTH 03'46'42" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 74.42 FEET TO AN EASTERLY PROJECTION OF THE SOUTHERLY LINE OF SAID LOT 2; THENCE SOUTH 86'13'18" WEST, ALONG LAST SAID LINE, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. EIGHTEENTH 18TH STREET 60' RIGHT-OF-WAY FOUND 1/2~ - - - IRON PIPE (1D ILLEGIBLE) (n O W r• ' '{ -P W O N ~ N ~ ~ `! II rN ~ I ~ THREE STORY i D ~; ~ o :- w O STUCCO ~ -' ~ ~ RESIDENCE BER 1852 N ~ NUM ~ (N86'26'22"E 50.1 'FIELD) ~ N86°1318 E 50:0 6 WOOD FENCE ~ t POST ON CORNER 4.B PARTY WALL ' ~.~~ 13.8 ~ ~ ti/2" IRON ,~, 30.2 j 2 O PIPE (LB 3672) ~ °= o COpR THREE STORY E ~~ ~ m ~ I , STUCCO o _ N -~ °- RESIDENCE `" j. 2 ~ Zp -+'" ~ ~ C~ m ~:~.t NUMBER 1850 0z ~ ~ D O ' ALL1 .3 ~ D o W ~1 m -D r- D O ] 30.2 ~ 1 . o ~ NEW ~ R D Z ~ r. ~ Z ° ~ :~ v ~: ''' ~ ~ N ~s P s PS S '0 'U 0 ~ O ~ -P £ ~ > ' ~~ . - TE N ~ v ~ m .~ ~ ~ o DECK ~ N C O L NNE N ~ ~~' _ -' - ~~'' > o > ~ J ~ O D I1 -~ (fy SO BE R ~ ` Z"~' ; h~ o ~: ~~ ~ ~ D c~ c ,, 3 5 m ~• .~ 0~1~., N ~ ~ ~ ~ Rr ~ ~ ~ >: ~'; ; ' w ~' N U! N fr1 O ~ j~ O o N Pa OR{vE T .~~, o wOOD DE BE REIaOVED 'I `' ''' o ~ N 1- .~ . ~ . ~ •R ~ i 3.'~ , ;+~ : ; '"'~ '~' WATER FETE O D 10--1 ~ O I I "' 'ONCRETE DRIVE ~: •~ ; z ~ 1 FOUND 1/2" IRON PIPE (lB 3672) . ; • B' SET 1/2" IRON PIPE (LB 3672) ~ "'1 ~ -------.----- ~~ S86°1, , W 50.0 13 , ~E POINT OF BEGINNING (Sas~29'3~ ' S0.t1a FIELD} r O -.~ PART ~F G( iERNMENi LOT , c,~ SECTIGN ` , TOWNSHIP 2 1 SOUTH, Rr1NGE 29 EAS T AVERAGE GRADE HEIGHT IS 12.85' USING 1U0 EQUALLY SPACED CHECK POINTS. SEE SURVEY FOR ELEVATIONS. ~o~ IMPERVIOUS LOT COVERAGE EXISTING BUILDING 725 PROPOSED ADDITION 384 TOTAL BUILDING EXISTING PAVING EXISTING MASONRY WALLS TOTAL LOT IMPERVIOUS TO 8E REMOVED- (423) NET COVERAGE THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 1 Q-99 FORA 110 MILE PER HOUR WIND LOAD CHECKED BY: ____~__ s DRAWN 8Y; J!M GILLIAM T PHONE 904 249 0072 ~~ ..,~ 3700 -1109 1154 -119 2382 1959 PERCENT IMPERVIOUS 52.9 E P L A N TlANT1C BEACH, FLORIDA DATE: 09 10/2002 SHEET ~ OF 9 C I ~~ I ~', I' of I ~ ~}'-'Inn s I' 00 I I I I _ (2)2X10 1/2 2 2X10-1 2 () / I N I Z I ~~ I A/C NA C SE A/C CHA SE DOWN LOCATE I I DOWN LocarE PER OWNER PER OllJNER I I `~ Z z ~ I I A ~ 0 (2)2X10-2/2 ATTIC AGCESS ~ I ~ ZI ~ N I Il -- ---~ I i I I r I NUJ I A/C IN I C~~rIE Roots I ATTIC I " I MIN 24 I `~ = ~~ ----- 3/4 PLYWOOD I ---1 I A ~' (2)2X10-2/2 FLOOR IN ATTIC z ~ I 9 I I ~ 10 ~ N I I I I i3 I~ I i ao I N I ~ ~I ;' ~ ::: I~ I ?INT. L _ (2)2X10-1/2 - SW (2)2X10 1/2 INT. SW I ~ , rR 1 I --- --- ( 2 2X10-1 2 ~ ) / ~ 404@ N5 4040 NS ~ ~ ~ I ~ ~: i 14 , .. 28 MIN 9 ~ 8 I 28 MIN ''' ~ n 6 -7 x ~ I I '~ '. Z = t (2)2X10-1/2 I ~ 0 I ,~ ~ N { ~ ~i Z -I : 13'-2" SECOND ~ L O O R ~I ----30.. SW 3'-4" 6._8.. SW 6 I N I I I I 31 ~I i I ~ I I I I 4 I ~~ ~ \~ ~~ 0 ~ Z 3 I ~ I I ~I ~I n N 19-1 ~ 0 1.5 ~ Q 0 '" 0 n , n J 3-S 9-11 J 0+ v (~ N ~0 14 N ~, W (2)2x12-2/2 5 A/C SW 6020 Cs SS BLK SW .. ~ m ~ ;r: ~ I I• I a I w DIRECT 1IENT r v i :< _ FIREPLACE ~ I I z wET BAR a l W J DESICsN BY I ; ~:; I ~~ > ~- _ CAI T (2)2X10 1/2 BNE .I W Q DESICsNER ~- ::: ZI = ' - 3 I = U I ~ ~ a ~~ -~' U NUJ 1=LORf D,4 OOM R I w ~w W I ~ Q +~ m w~ I Q w m V I wrnp I zrn - ~' a I Q ~ 2 2X10-1 2 I X00 0 () / I ~.-J z ~ ~ 2 2X12-2 2 I "' -~ ~ a () / O 15 . _ ~,., D ao ~ ~ Z ~ -- 3 ~~- 0 3 Q CASE ~ , ~ ~ z 00~ i ~F~ (2)2X10-1/2 Q ~ ~I o~0 ~I. z~I ,I ~~ N 2 2X12-2 2 i F' ~ ~ O O / I z 3 Z ~ o . IoW Z N __ :+i: WUfl. ~ --------- - --- - -- a o SW 603 N5 SW a J ~ wQW \ I Z~~ rn 2 oz- J o w~ r ~o ,~ ~ w - - ~ „ (n a 7 4 I _ o p a~ 3 4 w N ~ ~~~ CIII i Z~~- NEUJ I ~ e z ~ o N L~ ~aQ I ~NTR~' W ~, ~ .- N~~ =Wp II ~~~ Q ABU66 POST ~' ANCHOR ..I u ~ n 2 6 -8 \ ~, ~ n \ 19 -10 ~ w m 1.5" I~----- _ FIRSt ~ O z L OR 3 o 0 E A S T E L E V A T I O N C ~ G Q 0 J J 0- v ~t ~ N __ ~ 0 ~ ~ Q~ 7 ANOD. ALUM. W XIgTINCs EXISTING ROOD vENTs STORY 3 STORY UPLEk DUPLEX •• ' ~ ~ a W p N - __ Z _ o - r ~„~ W J ~ L~ . W Q . .,• .. ~ . .,. ~ UQ ..• .' W W . .. a ...~ m . W R EQUAL '. ~ ~ . ~ ~ .. . ~ '.: • , ~ , ' - ~. '. ~ a STUDS . ~ ~ ~ ~ ~ ~ ~ ~ ~ Z - -- ~ - r H Q r' ,' N N . ~ ~ O N • \ O ' , • , . , . ,. ~ ~ ~ O • • , •~ ~ W • ~ ~ '. ~ .. ~ ,: ~ ' .• ', '. O - - ., ,'. ,- II W srucco ALL ouTSIDE sroRAGE x AROUND J \ W WEST ~L Y~TION ~~ W m THESE PLAN5 DESIGNED PER STANDARD FOR HURRICANE _ RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 rn FORA 110 MILE PER HOUR WIND LOAD ~ o ~ ~-. ~ . ono ~-~~ ~ ~ ~~. ~ ~. ~ ~ ..~~rt STUCCO aLL aROUNo EXISTING 3 STORY DUPLEX B~Y~lO N r a 0 -o J J~ v d (~ N ~. ~ 0 ~ -~ 7 W ~Z # W 3 2 C Q a Wo ~ r Z O W J ~ L~ W Q ~1 = = U U Q W W Qm W m V I- O Z ~ Q op ~ a N N 0 a N O 0~ a ... a~ 0 I II W J ~ W ~TION W sourN ~~.~v m THESE PLANS DESIGNED PER STANDARD FOR HURRICANE Z REST TANT REST ENTIAL CONSTRUCTI N SSTD 1(}--95 a S D 0 ~ rn FOR A 110 MILE PER HOUR WEND LOAD o ! ar r a ! N ao t :r N ,~ ~~ 19 -10 1.5 ~ .......,_._ - Q 0 '0 J 3'-a" ~ o+ L1 _ ~7 N _o 8" x s" tURN Dvu~l N o+ - " ~ EDGE W/ ~u 5 W ~m z 3 = ~ ~ _. ~ ._... _._. ~ ,_ .._._ _. ~ _... _.... _ ~'....._ r. o 8" BLOCK FOUNDAtION WALL PILL ALL CELLS W/ CONC. w o ~5 VER?. IN tYP. FILLED CELL ~ z ~ CORNERS t 48" O.C. o ~ J ~ I.~ ' 10" x 2@" coNC. FootING w/ W Q (3) " 5'S CONT. - TURM OUtSIDE _ N J BAR AROUND CORNERS Z5" = U U Q W W Qm EXISTING CONC. w • 4" CONCRETE SLAB W/ POI.~tDAtION m ~ bXb I@/i@ W.WM. ON _ NOT t0 BE DISTURBED vlSc~llEEN ~ 0 z `~ a ~ J 16" x 20" MONOLITNIG ~~ FOOTING W/ f2) "5'S CONT. a N '~ Z o -~~~__..___..._._---- N L.__,...._.--- O 81 ~ .J o a ~~ ~~ ~ I6 X 20 MONOLitHIC Z s FOOTING W/ l2) «5 S CONT. 0 a ! ! N _' "" r- Z !! .-- w° 2" 6~`S° 19~-10° 1.5" THESE PLANS DESIGNED PER STANDARD FOR HURRICANE Z RESISTANT RESIDENTIAL CONSTRL1CTlON SSTD 10-99 ~ FORA 114 MILE PER HOUR WIND LOAd ~ °7 0 0 FIBERGLASS SHINGLES ON 15~ FELT - 7/16" OS8 SHEATH, - STAGGER JOINTS - INSTALL PER CODE W/ MET. SPACERS & Bd NAILS 6" O.C. ~ ALL SUPPORTS TRUSSES ®24" O.C. ANOD ALUM DRIP P.T. 1X2 MATCH EXISTING FASCIA PERF. VINYL SOFFIT 2X6 STUDS ® 24" O.C. (SPIB # 2 ® SHEAR WALLS) UPPER STORY STUDS TO LINE W/ LOWER STORY STUDS ~ SHEAR WALLS. ~ STUCCO ON WP MEMB. z 0 ~U ZW - ~Z az ~o z ~o ~ ~~ Q ~o i J ~0 V N~ u, N 7/16 OSB SHEATH. W/ 8d NAIL ®4" O.C. ~ EDGES & 12" O.C. ®FIELD STUDS MIN. INSTALL PER CODE W/ METAL SPACERS MIN. 5/8" DIA. "A" BOLT W/ 3X3X1/6" WASHER ® 18" O.C. & W/IN 6" OF CORNERS., EA. SIDE OPENINGS & EA. SIDE OF PL SPLICES P.T. 2X6 PL ON INSUL. GRADE VARIES CONC. BLOCK FOUNDATION WALL FILL ALL CELLS W/ CONC. # 5 DOWELS SEE FOUNDATION 10" X 20" CONC. FOOTING or~wu~c NuueER WALL SECTION ~ g ~~sEO: REY15ED: DPT2 TRUSS TIE DOWN STRAP EA. TRUSS (USE HDPTD ~ DOUBLE TRUSSES) ., :: ; . :~ !~~~; .::~:: I::'1't,`:: _~.,~ ~; ~~~:: `~~: R-30 BATT. INSULATION TPP6 STUD-TO-PL ANCHOR CONT. BLOCKING CUT BTWN. ~ SHEATHING JOINT GATT. INSUL. 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d NAIL 6" O.C. ~ EDGES & 12" O.C. ®FIELD 0 r~ ~` ~' .,,~~,, :; jj:;. FLOOR TRUSS ~ 24" O.C. PER TRUSS ENGINEER CONT. BLOCKING .CUT BTWN. ®SHEATHING JOINT 2X6 STUDS ® 24" O.C. (SPIB # 2 ® SHEAR WALLS} UPPER STORY STUDS TO LINE W/ LOWER STORY STUDS ~ SHEAR WALLS. 0 0 J !l. w. z 0 wQ OC uu(~ !aC Q Ix 0 ~,: .:;~; ~_: .: ~; ';: '~ a ~•. GATT. INSUL. TPP6 STUD-TO-PL CONNECTOR 4" CONC. SLAB W/ 6X6 1 D/10 W.W.M. ON VISQUEEN VISQUEEN - Q--CLEAN, COMP., . ~ . ~ ~ . ~: CHEMICAL TREATED ' " ~ ~ FILL DIRT . ~ ~ ~.o . , ~.. :. ~.. ,~. ..'~ .. , (3} # 5'S CONT. ••a '~; - < ~ • f. ~'~ ~ THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 FORA 110 MILE PER. HOUR WIND LOAQ DON MEUSE CUSTOM HOMES INC. 1850 BEACH AvENUE °~"'"~~ JIM L3lLLIAM ATLANTIC BEACH, FLORIDA PHONENUIIBER: g04249G0'7Z TPP6 OR SPT24 ~ ~2" O.C. STUD TO PL. CONNECTION ® 2ND FLOOR TPP6 OR SPT22 EA. STUD TO PL. CONNECTION SEE WALL SECTION FOR 2ND FLOOR FRAMING AND CONNECTIONS FOR OPENINGS SCALE: 1/2" = 1-0~ NOTES 1.) METAL CONNECTORS BY SEMCO U.O.N. 2.) MIN{MUM GALVANIZED LEGEND (2)2X10-1/2 HEADER/BEAM CALL-OUT NUMBER OF FULL LENGTH (KING) STUDS EA. SIDE OPENING NUMBER OF HEADER STUDS EA, SIDE OPENING SIZE OF HEADER MATERIAL NUMBER OF PLIES IN HEADER SW - SHEAR WALL SEGMENT INT_SW INTERIOR SHEAR WALL SEGMENT 0 MTS27B HOLD DOWN THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 FORA 110 MILE PER HOUR WIND LOAD ORAM'WG NU118ER OPENING DETAILS sc~: 3/4" = 1'-0" ~+~ 09/10/2002 Of Q REYISEO: DQN MEUSE CUSTOM HC7MES INC. 1850 BEACH AVENUE °R"~"Br~ JIMGILLlAM ATLANTIC BEACH, FLORIDA PNONENUgBER: 904490072 TPP6 TOP PL. AN(:NnR (Rrl NAII FA I~nl F1 L E D G E N a I-~---I FLOUR. UNDER COUNTER LIGHT (~ Q 0 ~ PLUG f 140 FLOOD LIGHT #2 J ® -~ ~ cell CEILING FAN /LIGHT J~ (~ ~ 220 VOLT . fan SMOKE OETECTQR ~ S SWITCH ~ RECESSED LIGHT ~ ~ WATER PROOF PLUG '~ ~ p RHEOSTAT SWITCH WALL MOUNT LIGHT F.F. ~ EXHAUST FAN _ w 7 W 3 WAY SWITCH CHANDELIER d PHONE J~ 3 WAY RHHOSTAT SWITCH LIGHT CABLE . m ~ ~ Z 0 floo Q ~' w o 2 N _ ~ Z C ~ O W -~ ~ k W Q U Q W W Qm 3 W --~~~^ TO FLOOR PLUG m ~ FLOODS LOCATE PER I ~ OWNER o ~ I - I r ~ z ~ a ~°~ ~ . cell. I cell. -}' Q'~ ~ ~- ~ fan I L_ ._._ I fan i ~ Q ~ ~ -I- ~~ W ~ ~ I ~" Q ~ ~~ -- ------- Q -~ N O ~ ~ ~ p N ~ ~ ~ O .- ~ '~ ~ ~ ~ .. 7J r LL ~ t"' I z ~D i I ~ SECUR R V 0 I W .I flood ~1 ~ i M r- J II TO FLOODS W ~ ~ ~ Rst ~ oo R s~ coN~ ~LooR ~ ^ W Z TO 3 rn ~ FLOODS o ~ MAP SHOWING SURVEY OF: A PART OF GOVERNMENT LOT 4, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF LOT 2, OCEAN GROVE UNIT No. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'46'42" WEST, ALONG THE EASTERLY LINE OF SAID LOT 2 AND THE EASTERLY LINE OF LOT 1 OF SAID OCEAN GROVE UNIT No. 2, A DISTANCE OF 74.02 FEET; THENCE NORTH 86'13'18' EAST, A DISTANCE OF 50.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY AS NOW ESTABLISHED); THENCE SOUTH 03'46'42" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 74.02 FEET TO AN EASTERLY PROJECTION OF THE SOUTHERLY LINE OF SAID LOT 2; THENCE SOUTH 86'13'18" WEST, ALONG LAST SAID LINE, A OISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. 2r BLE) O N II w J U N 6' yyppp FENCE POST ON CORNER 4.~ a P .."~.-.- O -_ ~ 13 X ~ ~ o ~-IZ W W7~(J 0o r Z • ~ W~'f ~m ~ ~ Y N~~ oZ N ~N~ ~ -~ ~~ W m N 00 o~ ~' O 6N N FOUND 1/~72~ PIPE (LB EI GH TEE ; 18TH STREET i. 60' ,~ ~''l~OF-WAY _ FOUND 1/ IRON PIPE =;, t~ ~ ~`` : ;~+: ,~ O '~c ~ ' ,r: " J F . ~ 'O.p r ~ TH ~ ,vim v -1 R (N86`,t~f ~ E »0.1 'FIELD) ~ N 86.E ~ g E 50.00 ~15~ POINT OF 9EGINNING 0 -~ w APPROVE u ~jTNtGANoiC~ICE CH DEC 2 3 2002 ~p ST , ~ ,, THREE ' ~~ ~ ~I, ° STUCCO ~, RESIDENCE ~ ~ " , NUMBER 1854 §,, --~ 30.2 ~, ~ ,~1 ~' ~ Dw ~ J 11LE d~ 13.7 S86~ 3 ~1N~, FIELD) (S86 29 39 W 50 F GOVERNMENT LOT 4, ~ PART 0 SECTION 9, TOWNSHIAST ~ SOUTH, RANGE 29 E NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT. 3. BEARINGS ARE BASED ON THE WESTERLY RIGHT-OF-WAY LINE OF BEACH AVENUE BEING S03'46'42"E AS PER PLAT. 4. BENCH MARK USED IS A NAIL IN WOOD POWER POLE ON BEACH AVENUE BETWEEN RESIDENCE NUMBERS 1879 AND 1877. ELEVATION = 12.70 (NGVD29) THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: JCJ FlI„E; 2002-557 DATE: MAY 10, 2002 SHEET 1 OF 1 ~~ THIS SURVEY WAS MADE FOR THE BENEFIT OF DON MEUSE AND IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. DONN W: BOATWRi(~IT, P.. . FIORiDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS. INC. 1711 SOUTH 5th STREET, JAgCSONVILLE BEACH, FLORIDA 241-8550 1;; :_ 1 DECK 9.8 X9.98 SET 1 2" IRON PIPE ~~ 3872) s ~~ ~~ ~D m 'v = n _~ 70 < o ~ 0 ~Z :i N V! 0 w ~ .P 9, 89 NX wAU. X12.9 11, ~^ 5x ~ ~ ro WOOD DE ~ ~ 13.3 ~ WATER 1~ 0 ~ 10-~ CON ETE DRIVE X 2.1 ~ 1 PIPE1(t8" 367a2J) 0 ----.---'r' 0 1 3 X D 50. ,0.37 ~ ~A T 10.1 N ~ t~5o MAP SHOWING SURVEY OF: A PART OF GOVERNMENT LOT 4, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF LOT 2, OCEAN GROVE UNIT No. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'46'42" WEST, ALONG THE EASTERLY LINE OF SAID LOT Z AND THE EASTERLY LINE OF LOT 1 OF SAID OCEAN GROVE UNIT No. 2, A DISTANCE OF 74.02 FEET; THENCE NORTH 86'13'18" EAST, A DISTANCE OF 50.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY AS NOW ESTABLISHED}; THENCE SOUTH 03'46'42" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 74.02 FEET TO AN EASTERLY PROJECTION OF THE SOUTHERLY LINE OF SAID LOT 2; THENCE SOUTH 86'13'18" WEST, ALONG LAST SAID LINE, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. E1 GH TEEN TH 18TH STREET 60' RIGHT-OF-WAY FQUND 1/2' _ _ IRON PIPE (ID ILLEGIBLE) O W~ .{ -P W C~ N ~ .p J Il 1 rN-~ D THREE STORY i Fsj rn ~ o ~' ~ w J O ~ STUCCO ` ~' ~ -~ + RESIDENCE NUMBER 1852 N N (N86'26'22"E 50.1 'FIELD) N86°1318 E 50,0 6~ ,kpOD FENCE 15 POST ON CORNER 4.8 PARTY WALL ~.~~ e.s ~ SET t/2° IRON ~ 30.2 ~' O PIPE (LB 3672) O ~ $ p THREE STORY ~ COpR1 E ~~ :U e STUCCO o ~ N ; mo w I~~ ° RESIDENCE ;~ ~ ~' -~~ -- ~ NUMBER 1850 ~^ ~ ~D ~ ~ ~ O ~ ~ ALL1 ' ~ D O -p C~1 r- D z p 30.2 ~ .7 1 . o ~ ~ : a ' ~~ -P m ~ n D Z ~~ , , ~ S E ~ OJ ;~ 0 -~ f w ~ ~~ ~•~:~'• + "~ 9, k4S EP ST N ~ D X m d ~ ~ a cn o DECK ~ ~ ~ _ Ivc Iv ~Ni _ ,. ,- ~ o J ~ ~ ~ ~ ~ ~ W etoc+c w '' ~ TO BE R p ~: ~ m ~ s. ~' ' N ~ D Z ~. 1 5 }C ~ • . ~.. o N .{ C ~ S ~ ~ OF '~ >:;'~ x ~~~•~~ ~ U- N I'+ N ~1 O ~ r 0 ~ N PART DRIVE TO WOOD DE ,f : '; . , ~: ~~: ~ BE RpADYEO ~ ~ , ,~..4 1 ~ WATER METE ^ ;:~ ' _~ ~ 0 ; ~ O ~ N . :'; CONC ETE DRIVE 7+: ' :. z 10 FOUND 1/2" IRON PE {LB 3672) a' ~ / "IRON SET 1 2 PIPE (LB 3672 ~ ~1 I ) ~ PI '~ ~ 3 S86°13'1 "W 50.0 131 POINT OF BEGINNING (s8s'29'3g"W 50.114 FIELD) ~ PART OF GOVERNMENT I-OT 4, w SECTION 9, TOWNSHIP 2 ~ SOUT;-i, RANGE 29 EA5T AVERAGE GRADE HEIGHT IS 12.85' USING 100 EQUALLY SPACED CHECK POINTS. SEE SURVEY FOR ELEVATIONS. IMPERVIOUS LOT COVERAGE EXISTING BUILDING 725 PROPOSED ADDITION 384 TOTAL BUILDING EXISTING PAVING EXISTING MASONRY WALLS TOTAL LOT IMPERVIOUS TO BE REMOVED-- (423) NET COVERAGE THESE PLANS DESIGNED PER STANDARp FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 FORA 110 MILE PER HOUR WIND LOAD CHECKED BY: DRAWN BY: JIM GILLIAM PHONE 904 249 0072 3700 1109 1154 -119 2382 1959 PERCENT IMPERVIOUS 52.9 S I T E P L A 1850 BEACH AVENUE, ATLANTIC BEACH, FLORIDA N DATE: as/1o/2oa2 I SHEET ~ OF 9 c ao i, I ~I I a~ I ~n 19'-10" s ~ I I I:?• I 2 2X10-1/2 2 2X10-1 2 I () (~ / N I I Z / •, I - A C CHASE I A/C CHASE AT DOWN LOC E I DOll~i LOCATE I PER OlI~IER PER OWNER I ~ z I _ ~ I 0 I ~- (2)2X10-2/2 ATTIC ACCESS ~ ~ e N zl ~ I -- ---~ II I I I I I {` ~--I I A/C IN I NUJ CAME ROOM I ATTIC I 24" MIN I I I ~ 3/4 PLYWOOD I 0 FLOOR IN ATTIC Z I (2)2X10-2/2 ~ ~' I A I ~ ~ N I 1m I I ~ I I I i ~i 2 zxlo-1 2 ~ I: ~ () / I. `IZ 2 2x10-1 2 I : T, ~ () / INT. SW ~- IN _ _ PR ~ I N I ------ . I 2 zxlo-1 2 () / I ----~ r----~ ;. ~ 4®40 NS .4040 NS ~ ~ I ~ 14 I ~~ g 8 ~~ I 28 MIN 28 MIN I' ~. x 6 -7 ~ I 31 s _ (2)2X10-1/2 ~ . rn - I 0 ~- I I ,~ i Z N I I 13'-2" SECOND ~ L O O R ~I .. ----30" NEX ~ ~~ b 3 -4 6'-8" I N I I I I ~I ~I ~ I I ~ I I I I 4 I ~~ -~- ~~ ~ J 4 ~ 3 I ~ I I ~I ~I ~ n u N - L 19 10 1.5 ~ Q 0 '" 0 n ~ a J 3-8 9-11 .~ 0- v (~ N ,~ 0 14 (n ~ W 2 2X12-2 2 5 () / A/C SW b020 G SS BLk SW .. ~ ~ z -- ----._-.-- Z W F ~~• 3 I I• I I• ;, i ,;,. w DIRECT PENT ^ ~'!~ MM Y~ - FIREPLACE ~ I~ a I' z WET BAR o I w J DESICsN BY I ; ., I > 2 2X 10-1 2 CABINET () ~ .I W Q DESICsNER ~- ::: ZI = 3 I = U I 'a' Q .:: ,~~ + ~ NEUJ FLORf pA OOM R I w ~~ W I ` Q + ~" m ti~ I Q w 0] U I. wrnp _ I Z~ aIQ ~ 22X10-1 21' vo0 0 () / I ce~J z ~ ~ 2 2X12-2 2 I ''' -~ ~ a () / v 15 . =HD oo ~ to Z ~ 0 3 a CASE , ~ '~ z 00~ i ~~~ (2)2X10-1/2 I .,, o ~ 3 ~0 z ~I, a~I ~~ N . I ~ N 3 Z ~ o 0 ~ W . .. Z N --------- - -- - _- a o SW b SW o J 03 NS gut Q W I W~~ ~ 2 Zz- J o ~w~ s N O ~ n (~ W - _ ~, ~, a 7 4 I 3 -4 ^ 0 ~ w ~ ~ ~~~ z~~ NUJ I g z (Y o iv L_ a a Q I ENTRY W ~, :- 0 ~~~ =Wo II ~~~ p ABUbb POST ~ ANCHOR .J .. ~~ ~ ~I. 2 6 -8 \ ~ ,~ 19'-10" ~ W m 1.5" {~--- Z FIRST F~00 Z ~ 3 0 0 P.r. bxb Posrs EAST E L E V A T I O N ENTRY PORCH EXIStINCs 3 StORY DUPLEX l2J St6236 OR EQUAL EA. POSt t0 STUDS ABOVE. EXIStINCs 3 StORY DUPLEX ANOD. ALUM. ROOF VENtS ~~ .. . c N L Q 0 . 0 J Ja v (~ N D N " o- 7 W 3 2 W Q a wo z 0 w~ > v. W Q ~ _ _ U U Q W W Qm W m U 0 z `~ a N J r F" 4 .. ~ N N .~ .. .. ., o a . .; N • ~ , p , ,. ~, ,,, • ~ ~ ~, ~ r- \ . ,. ~ O q .. ~~ •. ~ .. ~,,, w ~ s . . o . . • ~., .. ~ _ W u STUCCO ALL OUTSIDE STORACxE x AROUND J ~ ~ W w~sT ~ ~aT L~ ION m THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CO Z Z NSTRUCTION SSTD 10-95 ; ~ FO A 11 R 0 MILE PER HOUR WIND LOAD ~ a ~ N Q 0 ~~ J MAX NT. _ ~ J 12.85 + 35 = 41.85 d (~ N RIDCsE Ht. AS .. ~ DRAII~I = 36.1b _0 N o+ W ~Z 3 = ~° 4~ NEIU ALUM PLASH CU1' fNTO EXI3TINCx EXIS?ING 3 STORY ~ DUPLEX BEYOND ~ ~ ~~_._ a ~ wo i ~ 12 ~ ~ ~ ~ ~ 6r% ~ Z o ~ V W~ ~ ~ > ~ ~- i ~ W Q ~ ~ - _ t~ = U • ~ U Q• . ~ ~ W W Q . . , ,. m .~. W . ~, ,, mU ' ' , F- .. O .. .• Z N •, ~ a - ~ ~ N N . ., ~ N ' ., \ . ~ ., ,. Q a • .. \ ~•, .. ~ . ~ ~ o .. • ~ .' .• ,.• ~• ~ .. • . ~ • • ~ ' , ~ , ' . ' ~ ' ~ P.T. 6X6 .• .• , r ~ •, o • •. ', ,~ J ~ STUCCO ALL W ~ AROUND ~ urN ~~ Vario~ 50 ~ THESE PLANS DE5IGNED PER STANDARD FOR HURRICANE . RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-9g ~ ~ ~ FORA 110 MILE PER HOUR WIND LOAD ~ o `~ I I N I :r 19'-10" 1.5" 3'-a'f --~=; 8" X 8" TURN DOWN EDGE W/ ll) +' 5 ~-~ • • • • ~ I • S" BLOCK FOUNDATION WALL FILL ALL CELLS W/ CONC. '5 vERT. IN TYP. FILLED CELL ~ CORNERS t 48" O.C. ' 10" x 20° CONC. FOOTING w/ l3) ~' 5'S CONT. - TURN OUTSIDE BAR AROUND CORNERS 25" • 4" CONCRETE SLAB W/ 6X6 10/10 W.WM. ON vISC,riIEEN 16" X 20" MONOLITHIC FOOTING W/ l2) "5'S CONT. ____--_____z ' s1 I N - - '_ 2ff 61-~If 19'-10" EXISTING CONC. FOUNDATION NOT TO BE DISTURBED c ~ G Q 0 " 0 J J a+ V (~ N 0 N ' o- 7 W a ~ z 2 a wo ac z 0 W J J ~ W Q = U U a W w am w m V 0 z ~Q OQ J ~~ a N z o 0 N J o a ; 0 z 0 a H 0 Z II 0 W N 16" X 20" MONOLITHIC FooTING W/ l2) «5'S coNT. 1.5" THESE PLANS DE5IGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 ~ FOR A 114 MILE PER HOUR WIND LOAD ~ °' 0 FIBERGLASS SHINGLES ON 15~ FELT 7/16" OSB SHEATH. - STAGGER JOINTS - INSTALL PER CODE W/ MET. SPACERS & Bd NAILS 6" O.C. ®ALL SUPPORTS TRUSSES ®24" O.C. ANOD '~ ALUM DRIP P.T. 1X2 MATCH EXISTING FASCIA PERF. VINYL SOFFIT 2X6 STUDS ® 24" O.C. (SPIB # 2 ® SHEAR WALLS) UPPER STORY STUDS TO LINE W/ LOWER STORY STUDS SHEAR WALLS. STUCCO ON WP MEMB. z 0 ~U _ZW - n- Z _ a N Q~ + ~U Z ~~ ~ ON Q ~O I U o0 N F... ~~ W 7/16 OSB SHEATH. W/ 8d NAIL ®4" O.C. ~ EDGES & 12" O.C. ®FIELD STUDS MIN. INSTALL PER CODE W/ METAL SPACERS MIN. 5/8" DIA. "A" BOLT W/ 3X3X1/6" WASHER ~ 18" O.C. & W/IN 6" OF CORNERS, EA. SIDE OPENINGS & EA. SIDE OF PL SPLICES P.T. 2X6 PL ON INSUL GRADE VARIES CONC. BLOCK FOUNDATION WALL FILL ALL CELLS W/ CONC. # 5 DOWELS SEE FOUNDATION 10" X 20" CONC. FOOTING ORAMB+IG NUMBER WALL SECTION ~: 3/4" = 1'-a" ~~: O9/1o/2002 ~ g REVISED: REVISED: DPT2 TRUSS TIE DOWN STRAP EA. TRUSS (USE HDPTD ~ DOUBLE TRUSSES) :~ ~;#r,' .. ::h~~: J.,~ ~: ~:: R-30 BATT. INSULATION TPP6 STUD-TO-PL ANCHOR CONT. BLOCKING CUT BTWN. ®SHEATHING JOINT BATT. 1NSUL. 0 s~ 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d NAIL 6" O.C. ®EDGES & 12" O.C. ~ FIELD FLOOR TRUSS ~ 24" ~ O.C. PER TRUSS ~ ENGINEER ~- w ~`' ? CONT. BLOCKING CUT ~ BTWN. ~ SHEATHING p h: ' ~~ JOINT ~ Q _~ '' 2X6 STUDS ~ 24" O.C. (SPIB ~ 2 ~ SHEAR ~ WALLS) UPPER STORY q STUDS TO LINE W/ ~ LOWER STORY STUDS ~ 0 SHEAR WALLS. ~ GATT. iNSUL. TPP6 STUD-TO-PL CONNECTOR 4" CONC. SLAB W/ 6X6 10/10 W.W.M. ON VISQUEEN 0:. -. - a - !a' ., a :, . .. VISQUEEN 4 ~--CLEAN, COMP., • . ~ ~, . ~: CHEMICAL TREATED .,. ' ~ ~ ~ FILL DIRT . ~ , ..... ; ..: (3 # 5'S CONT. .•~ '~~ ~ • 'e .:. , ., , ~~ ~ ~~~ THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTRNT RESIDENTIAL CONSTRUCTION SSTD 10-9$ FORA 110 MILE PER HOUR WIND Lt)AD DON MEUSE CUSTOM HOMES INC. 1850 BEACH AVENUE 0Ri1N"~~ JIM[31LLIAM ATLANTIC BEACH, FLORIDA ~aNENUUSER: 9D4~49007Z ~~~ TPP6 OR SPT24 ~ 32" O.C. STUD TO PL. CONNECTION ® 2ND FLOOR TPP6 OR SPT22 EA. STUD TO PL. CONNECTION SEE WALL SECTION FOR 2ND FLOOR FRAMING AND CONNECTIONS FOR OPENINGS SCALE: 1/2" = 1-0" NOTES 1.) METAL CONNECTORS BY SEMCO U.O.N. 2.} MINIMUM GALVANIZED LEGEND (2}2X10-1/2 ~--HEADER/BEAM CALL-OUT NUMBER OF FULL LENGTH (KING) STUDS EA. SIDE OPENING NUMBER OF HEADER STUDS EA. SIDE OPENING SIZE OF HEADER MATERIAL NUMBER OF PLIES IN HEADER SW - SHEAR WALL SEGMENT INT_SW INTERIOR SHEAR WALL SEGMENT Q MTS27B HOLD DOWN THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 FORA 110 MILE PER HOUR WIND LOAD °RIIWWG NUMBER OPENING DETAILS ~` 3/4" = 1'-0" °A~ 09/10/2002 OF 9 RAISED: REYISE°: DON MEUSE CUSTOM HOMER INC. 1850 BEACH AVENUE °RAWN~'~ JIM GILLIAM ATLANTIC BEACH, FLORIDA PHONENUIIBER: 904249DD72 TPP6 TOP PL. ANl:Hf1R (Rrl NAZI FA H(ll Fl L E D G E N D ~ PLUG ® VO T 220 L $ SWITCH RHEOSTAT SWITCH 3 WAY SWITCH 3 WAY REEOSTAT SWITCH floo #2 C C ^-- ~~~d r, S E C O N D F LOO R TO FLOODS -~ ce~l. CEILING FAN / LIGHT fan ~ RECESSED LIGHT WALL MOUNT LIGHT -~- CHANDELIER -~- LIGHT TO FLOODS II I 4•+Qya~~+ I- FLOUR. UNDER COUNTER LIGHT floo #2 FLOOD LIGHT SMOKE DETECTOR ~; WATER PROOF PLUG E.F. ^ EXHAUST FAN D PHONE CABLE FLOOR PLUG LOCATE PER OWNER ceii. fon TO FLOODS FIRSt FLOOR SECUR N Q D "0 J v J~ n N 0 ~ ~ 0~ 7 W ~ Z 0 a wo ~- z 0 L11 J ~ ~ W Q N = U W U Q W Q m w d] U a~ ~~ ~ z a OQ J ~~ ~( '` ~ tiJ 0 a U N -, o o ~ N ~ ~ ~ O / ~ \ a/ o r ~ v 0 W ~ -~ u W ~ a m Z Y ~, 3 0 0