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Main Street 1305 I _ Q P srArAm O • n _ W ' ro.w C7 ti M. it JACK NYI e Atlantic 00 o ' . Beach W 20010� -- - e -- _ _ _ S I f E ..� Neptune �"'� IDD. 101.0 � ''ti-` p` Beach 7 w CC ... Z a rx.ro 4a (P Cnnlc- LONG. PARKIN(. !UO•S' N j r ... .�. ' R1W \/ENICUI I\R U5 �1REF1 - n1 �) c- r w , avu N Beach LOCATIMn A FLANI l - BEACH�i--G. loo.7' /00.s, 4 Cy I onQ1 ►\,IG oNE01 ' r _ - � TYp_ !O/.2' TEND.- DESCJI !pN. i v A, P),RT of GQVERNM6HT; LOT, 4, SECTION. 17, TQwNSHIP 2 SOUTH. RANGE 21, EAST, 0 O L7UV11L C04NTY, PL,OpID11 11EING. MORE, PA,PTICULAPLY DESCRIBED AS. FOLLQWSi FOR A POINT QF REFERENCE, CONMENCB AT THE::NORTHW4ST CORNI?R.OF SAID SECT ION 0, SAID m I I (Y E POINT ALSO 81:1140 THLI NORTHWEST CORNER .OF $AID •GQVEt NFIENT LO'r 41 THENCE I ARD p��E d I — s,pQ'.4��rr.� ALONQ TNI± w4ST LINE Q!' SA14 EL'CTION 0, THE SANE, ALSO 13EING THE WBS'I`. 'I.1N&'OF" SAID C,OVI±'RNNCN'.I` LQ!, 4. A.D;STANCE OF 445 0EE41 THENCE R RE H o iJ S �. I H-08 43'$.,- PARALUL TO T119..NORTH LINE. OP SAID GQYtPN. H•:N'I'- 1.07; 4, A DISTANCE -� Of 33 FEET..;T4 THE POIN9'_OF 111�GINkIM01 THENCE. CONTINUE N.80043'E. , PARALLEL 70.$AI4 NORTH EINE OF, GOVERNMENT LOT 4, A .D;STANCE. Of" 200 FEET TIIENCE ® rF� /0/.5' a 0044514., PARALLE4- TO SAIQ,;WEST'L INE, Q1' GOVERNMENT LOT 4, A t7LSTANCE OF 113 ■ ■ PCETI THENCE. S.W O OW., •PARALLEL. TQ $AID NORTH LINE` OF. GUV!<RNMEN'C LU'l` 4, A T" UISTIINCF. OF 200•,FE4Tr THY.HC8, H.Oa'45`W.' PARALLkL, To SAID W9,3't L,INI; OF GQVCRNMENT LOT 4, A Dl 9TANC4 OF 1j3' FEET TO THE POINT or BEGINNING. CONTAINI140' 0.54 ACRS$ M6119, Oil LESS. 0 A o' � r I Y I , ()VF_R LD C _YP) 01 100.6' /o0.o __..._...__, 0001 of (K�FER�AILE � � ao'.-_o SITF— PLAN notes . 1. Total Site Area 22600 S.F. 2. - 3' 0 2'-O YARIIv � _ f � 210 � 2,-0 � Proposed Impervious Area a $910 S.F. � . Proposed Pervious Area - 13690 S.F. J 2, Required storage 22600 (0.5/12) 942 C.F. i] `r --- `co avERFL001 (�H_ hAN1a (No off-site runoff contribution.) am �CCD VYUCP ft )LIM PR6PERTY 3. Proposed elevations are approximate and show � /0,'. td 6 4 design intent. These may be changed slightly to suit field conditions. l � �s�� ` 'R VIEW 4. Contractor to verify dimensions and existing a • }• 7 V� , t ,, conditions before starting work. q SOB L INi�fl?AL DA lJ, Pkk,MAINAGE RE T1NTfON C 03.5 SC�'TIOIV In 1., �7nRA6� YCXOML�950�C,F ATER%SEV Vt t `'71 1 60NMENT&OR -EXC�'�PT-1065.�.. (n ..�,,�� ,-�•�x, ,��P, ;�`�....� a nb.- Gam` I� ,► W ;rs` �nc� mriw yxtiFn"v.+.r•,..�.:q.�.ry7AArvx r-.._.. _..f. F ErTA.7i•i14,ij:T3:'+,�Ix1'FxM4'Ji OFNov 31987 T NO 1 t , F q 1 `R 1, I~IEwTAL WAl - PP1N)F-�.S — — ME" 'Fal. R(�Otw F't�t�3CL5 V)ETPAL WALL Pj)MELS 11 ..MJ fcz— RQ' N�N1r <;. I 0 tL.I W , ._.... _.. ._. -IMF V� tZ' X 12 QV ER HEAR 30 -10 WALK IDWR 31a WALK ti R �r� �Yti \Z' OV ERI-�EF1� w DOOR LT'(P.a `� <s-.) QOc�1 NORTH ELEVf�T ION EAST E.LEVF1T10N SCA L r T .. ire 12'- 0 i,w I —I 0' � s a r i r � . s 1 WARE1 USE O, , 40Qo S FT. o p y _o; 1� SKY�IT E - 8 Rtq'� i ti��I I I I I I _ _ _ • IY PLEASE 5k h p ETCH 1ta) THE1N)T'ER ►C) R L 0U-TT F ANY) 1 J Ui �� . _ z C s r So'- o CIO GIRTjV i c I F L 0 Q R PLA1� x N 0 V 1987. H ` wa. R DATE: 09/27/01 c"I TOP OF cv- GLA55 — -- - — — — -- /BLOCK AT 54"All — — — — — — — — — — — — — — — — — — — — — — — — — — -- to LL 47 (Ccifing 51opcA from 8'to 10') m Q KITCFEN (Ceiling Sloped from 6to 10) 6 CE ko GARA'G' E — — — — — — — — — — 10, LU flat cenling) -- — — — — — — — — — — — — — — — — -- PLANT 5HELF-TOP OF CL05ET 0 84"AFF 1 4 ----_.rLANr!5HELF-TOP OF -ilin CLOSET 0 b4)'AFF 10'Flat C�, 7! 1z U-3 10'Flat CL05ET — — — — — — — — — — — — VATH "//70 (6 ceilino) (6 flat c6lim < BEDROOM (cathedral ceiline) < 5EPR" (13'flat ceilinq) MASTER DPRM (5,flat cciliN) FORCH (v c-cilirq) MASTER 13ATH (51 flat cell") LIVING AREA 1190 5q ft — — — — — - -- — — — — — — — -- — — — ROOF PITCH 15 6:12 ALL INTERIOR PITCHES TO DE MAXIMIZED C) ROOF FLAN OAGE DUILD SET SCALE: 1/4" 1 FOOT 4 LATE: 09127/01 0 U CtiC I I I I I roU- I I KITCHEN a (Ceiling Slopvd from S'to 10) o ' oo 1 Q �Q0 .GARAGE � ' � � wp t-v- O o I I (8'flat ceiling) LIVING �/ I I ti \ i sv -b9 CLOSET 13ATH (� - I e T 0 ET (S'ceiling) PEPROOM (Sflat Ceiling) (Cathedral Ceiling) DEPR00M (8flat ceiling) \7 � MASTER 13PRM OR (8'flat ceiling) yyV�� 11 W PORCH o (8'ceiling) MASTER 5ATH ry LIVING AREA -- (a'fiat ceiling) 11905gft CN0 U 0 � o FIP5T FLOOR ELECTRICAL PAGE 13UILP SET SCALE. 1/4" = 1 FOOT FRONT & RIGHT DATE: ELEVATION 09127101 5CALE: 1/4" = 1 FOOT N U U N fZ V Q) r-� C\j 0 Q PAGE DUILP 5ET REAR & LEFT ELEVATIONS DATE: SCALE: 1/411 - 1 FOOT 09/27/01 ,) A 9C�Q U I � O � Cfl N � l V L.L._ PAGE DUILD SET 7 1 305a 1 n st. 57 23'31/2 W61/2 r - -- -- - - - - - - - - - - -- --- - — ... - - r --- --- - - 1916 STEP UP 4" I 1 in I _ - - - - _... ._._. - - _. - - - - - - - - - W... — _._.. .._._ ._.... - - - - - - - � � I I 3'x,/21 i N I I � I� IT I I UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION I I GARAGE (4 LOWER) I PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION 353 Sa ft ( I SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE- SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL 191'6 I I L SETTLEMENT. HOWEVER,AB t. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH I THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL I I BE RECOMMENDED BY THE SOIL ENGINEER. I I Q I — — — --- -- — — •--• — — — — — — — - - I IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL I I N I I BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: _ — — — — — —I THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE I— SOIL CONDITIONREPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW I FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE c 2, OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER I 1 N THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED i SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS I (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. I CV I fLsl ab a raAt Fi b I I �'v2 � � e.•r-►rn,_bowr I I I .-— — _ — — — — ._.._ — — ._.._ J r _ _ � _� I �t,o,�o�r �a�ri•,r� SCyi 1,. I I wN I I. (oaa� _ — - - - _ - - - — I (OWER, I i — — 24.q Ts - - - - __._ - - _ - - - .._._. _ — TOTAL SLAD „ AREA 1567 5a ft I I I 219 USF 1621/2 ��F'6 1231/2 55 164 � Q Q 55' FOUNDATION PLAN SCALE: 1/4" 1 FOOT LOT. �J1,OeK ZZI WEST TLA � CAD FILE NAME DRAWNG NO. ptAMN qYs AMOM B AWROVW dri GAG SHEAT Nd. DAM i /01 LOUIS GASRI ' P.E. Q suvc AS NtTED )3D5gcz',F�6 `� _ TABLE FOR SHEAR WALLS FRAMING — — r I (GROUND FLOOR) .7v I TOP OF SMEd ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE I �' 0 GLASS THE SHEAR WALLS TABLE WAS ESTABLI I I `• ® !� BLOCK AT NOTED IN THE TABLE: 5L AFF A) WOOD SHEATING TO STUDS NAILING %TALL BE 8d COMMON NAILS. ..._ .___ __ �,� ___, ,�_ _ .,_.,.. ._._. — -- --•_ --- --- -- B) GYP. BOARD TO STUDS NAILING SHALL, BE 5d d: 6d COLLER NAILS FOR 1/2' d: 5/8" THICK BOARD ._. --- -- -^ RESPECTIVELY. ��. I , `.•� C) SOLE R 1/2"0 x�7' ADHESIVEANCH RS SMALL 13E BOLTS FOR IN"TERIOR WALLS. ��" (A307 STEEL) FOR EXTERIOR WALLS I I A \ I — REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR r� DESIGNATION SHEATHING DOUBIk SHEATHING NAIL SPACING ANCHOR SPACING I I •' LIVING w r I I l +4 (Ccome Sloped f rom$'to 10) f' ® 7/16" OSB SINGLE 8 / 12 60" O.C. I I ` KITCHEN ;r (BLOCKED) from b'to 10'} I o f (Coiling 5bped LL------�� 42"knecwali ® ® 7/18" OSB SINGLE 4' / 12" 60" O.C. Q ' (BLOCKED) l I I `'� T — ^ — ._,•�� ADDITIONAL NOTES: I I I GAP GE I ($'fiat telling) f �.�I 1) FOR LOCATIONS CLOUDED AS . INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE I I �PLANf SHELF-TOP OF I BOLTED PER DETAIL "B" ON SHEET 1O I I I CLOSET a Ow AFF �' I 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL PLANT 5HELF-TOP OF I BE BOLTED PER DETAIL "E" ON SHEET P 1 o 10'Flat Ceiling CL05ET CIS$4"AFF ' I 3) ROOF TRUSSES SHALL BE STRAPPED TO 7OP PLATES OF BEARING WALLS AS SHOWN ON I I _ ♦ I SCHEDULE "A" ON SHEET 11110- STRAPPING WILL BE ADEOUATE TO RESIST SHEAR FORCES ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. __ ' __ I 4) 11HE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS Iz. I y_ __. __ _ , HAVE BEEN REDUCED BY 18X TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR OF ALL METAL l ` THA CONNECT STUDS TO TOP PLATES, O Et WALL CONSTRUCTION. ALSO THE ALLOAPLATE. EAR UPLIFTPACITY WALL HOLDDOWNS AND TOASTU SS OF FLOOR ABOVE R BELOW HAVE BEEN REDUCED BY 18X FOR THE SAME REASON MENTIONED 1O'Flat ti a ABOVE- _ Collin® '\ i CLOSET � 5)q OR d Rh BOTTOM AS SHOWN ATIONS CLOUDED AS G). E'TAIL�A" ON TE SHEETS WHERE141, WOOD POSTS SHALL BE STRAPPED l ($Ceiling) I — ---- �--- — — ---- — --- --W �— L3nTH �\ I 6� L0601014CLouOEO As � SWILL FE 5TKf ?PL;t pER 9ETAIL. "C" OF l ($'flat ceiling) `� SHEET *10 DEPROOM I (Cathedral Colling) l J MPROOM (D MASTER L30RM l (8'flat telling) (a'fiat ceiling) PORCH(8O ,'ceiling) MA5T1=?8A7•H l ($'flat ceiling) S N { ( VOLLS L11 - I-00 1 // General notes: 1 Roof pitch shall be (o : 12 , overhangs shall be 24" wide (max.). 2 Roof trusses shall be preengineered prefabricated SYP#2 wood trusses. 3 see sheet # ' 10 for lumber specifications, nailing requirements, etc. CAD FILE NAME LCAT A' 6LOCK. V1 WE5-r (1TLFlN1"T1C DRAWING NO. =Am avi aKa a� SHEET N0. WWOV0" LJG P.E. We LO/01 LOUIS GABR _ OF WALL. AS NOTED u(_7 t3�5 a � t DESIGN CRITERIA SCHEDULE "C" *** ROOF TRU" LIVE GOADS: ROOF TRUSStrus roof headers RECOMMENDED STUD SIZES AND SPACING Per sheetly1 20�/sq. ROOF................................................... ....................................., it. WALL PUTT HEIGHT STUD SIZE SPACING •; wINu;LOADS: 8'-0" THRU 9'-10" 2x4 18' �A. WIND VELOCITY (PER SBC-1997 EDI ;Oil)..................................100 M•P,H. 10'-0" THRU 14'-0" 2z6 16" ""-"•' ...EFFECTIVE PEAK.ACCELERATION,Aa<0.06 GARAGE DOOR HEADER SEISMIC LOAD (PER SBC-1897 EDIT )N ............. EFFECTIVE PEN( VELOCITY, Av<O.05 14'-1" THRU 18'•-6" 2x8 18" (TYP) 20 go. 24" long GEI ERAL STRUCTURAL 40TES:' SOW "SI sop d. twisted stray — - 19'-0*THRU 22'-0" 2x8 12" 1 •► �Srt�'b 1) IT IS THE INTENT OF THE ENGINI -R THAT THIS WORK BE IN CONFORMANCE WITH ALL 2210 12' N All hI C 10�10�,s 14y4�1(1AtPL01b RE UIREMENTS OF THE AUTHORITI S HAVING JURISDICTION OVER THIS TYPE OF i ER•SHEETOR�OLT C SIURUCTION AND OCCUPANCY. J.I. CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE ***'" THE PLATE HEIGHT REPRESENTS THE VERTICAL Obi GAL. WITH ALL APPLICABLE CODES AND Ri GUUTIONS. UNINTERRUPTED SPAN LENGTH OF THE STUD. IF HORIZ CONTINOUS BRACE CAPABLE OF TRANSFERING M M 2) THE CONTRACTOR SHALL VERIFY LL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS 70 SHEAR WALLS DOES EXIST, �STA3L� �+IM�SON « r TO COMMENCING WORK. THEN THE SCHEDULE SHOWN ABOVE DOES NOT STRR L%A36.. SWTPsON, APPLY. P 3) CONTRACTOR SMALL SUPPLY, LO( ATE 'i•TR fit o GATOR MILT AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, - � , AN ES, PLATES, OPENINGS, SLEE E`.:. HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE «D" BE REQUIRED BY ATTACHED DRAWING A40 TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA ►JIi WALLS 4) T ESE DOCUMENTS ARE THE PRL 'E MY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) RE 13ODUCEO WITHOUT EXPRESSEI W iITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET _ �. ., , .;; �, •, „-. .r 5) L DETAILS ANq SECTIONS SH01 V DN THE DRAWINGS ARE INTENDED TO BE TYPICAL AND " » " ' " ' ~F •' •r' THREE (3) STUDS Mr� UP TO 3'-0 3'-1 THRU 6'-0 6-1 THRU 1('--0" ..•. � slm C u r SHALL BE CONSTRUED TO APPLY 0 ANY SIMILAR SITUATION ELSEWHERE IN THE WORK ' - CONTINUOUS(IWINJ•1 M��t � EXCEPT WHERE A DIFFERENT DETI L S SHOWN. LINTEL* (3)-2x8'3 (3)-2x10'3 (3)-21 12'3 SUPPORT GIROER EXTERIOR WALL, OPENINGS,^E 6) SUBSURFACE SOIL CONDITION INF IRIIATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB ** USE TWO(2)STUDS OF THE SNIE SIZE AS THESE OF THE WALL BDN Ci1LSIDMED �• STRAPPING ® TOP & BOTTOM EXCEPT AT f 5I rIIMPSOM~ CONCRETE SLAB FOR A 2000 PSF SOIL BEARING ( 1P,.CITY, CONTRACTOR SHALL REPORT ANY DIFFERING - EXTERIOR WALL OPENINGS K I101�soWN CO DITIONS TO THE DESIGNER PF )R TO COMMENCING WORK. *- TWO 2 PLATES WITH A I//2" PLYWOOD FILLER MAY BE USED 4S W OF - GARAGE DOOR & OTHER LOCATIbNS SHOWN THEN EE (3) PLATES MENTIONED ABOVE. STRAPPING TOP & BOTTOM ON SHEET #q OF THE DRAWINGS 7) IT 15 THE CONTRACTOR'S SOLE R SF ONSIBILRY TO DETERMINE ERECTION PROCEDURE ANO **= STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE P AT S• (N.T,SJ MTS.) _4 SE F.NCE TO INSURE THE SwET 0' THE BUILDING AND IT'S COMPONENT PARTS DURING 111111 Eli•C'TION, — • .I •I. ,•S'" Y '�' l+ ��1.,.: `,..':1,;•.'• i CON STRUCTION NOTES: 1`� • ,''�''` ROOF TRUSS NOT ROOF TRUSS r SHOWN FOR CLARITY �.�'3 PREENGINEERED ROOF TRUSSES � • 1) AI CAST IN PLACE CONCRETE (I IC;PT SUB ON GRADE) SHALL HAVE A MIN, OF WOO PSI /.;�� TOP PLA E. GATOR NUT DOOR JAMB COMP F,SSIVE STRENGTH AT 28 DAY'. !!AS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. �i�, -.'•I 3•x 3"x 1/B" ANCHORAGE • TOP de BOTTOM Detail "C" Jamb strapping 2) f0 TJNGS SHALL BEAR BELOW DIST IR.i ED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON �., r%, GATOR WASHER STRUCTURAL. FILL COMPACTED TO . G ENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ., .� « (N.T,S.) @top B O t t. ORY DENSITY (ASTM 01557) FOR A ( :PIH OF AT LEAST ONE FOOT (1 fL) BELOW THE BOTTOM OF THE FOOTING. 1;�� ,� SON•STMPSON.JIII►1�y�(ID)Ip� p CIL 3) HEARING MATCRAIL: THE FOOTO 3355; SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, ' t*A2" O.C. x jTls HURRICANE STRAPPING PER � '� a SCI. A" ON SHEET#10 WHICH WILL REQUIRED PROPER CO;Pi,CTION, OR IN COMPACTED STRUCTURAL FILL TWE BEARING �� `\ LEVEL SOIL$. AFTER COMPACTIOI , I HOULD EXHIBIT DENSITIES EQUAL 70 95% OF THE MODIFIED N,T.�,1) PROCTOR MAXIMUM DRY DENSITI (,'STM D1557) �� 1 4) R INFDRCINC STEEL SMALL BE 9 M A-615 GRADE 50 STEEL CONFORMING TO ACI 3011 1/2-0 GATOR BOLT AC 315, ACI 316 ANO CRSI MANI AL. OF STANDARD PRACTICE, LATEST EDITIONS. FL ' PER SHEET#q 1/2"0 GATOR BOLT 5) AI US VERTICAL AND 1 )R'ZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE - » PER SHEET #qL CONTINUO• SPLICED A MIN. OF 36 BAR I Wi ETERS OR 24, WHICHEVER IS GREATER UNLESS (STAV, 51frttt OT ERWI$E NOTED. SPACE 0 32" O.CNOR b) Ti E MIN, CONCRETE COVER FOR '(A:TINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. (MAX.) FOOTINGS (Tp MAIN REINFORCI 01:9)....................3 inches GATOR COUPLER SLAB ON GRADE....................... .............................CENTERED TOP PLATE 7) Fn RIZONTAL BEAM ANO FOOTING 45 SHALL BE BENT 1'-0" AROUND CORNERS OR OF WALLS CO iNE.R BARS WITH 2'-0" LAP % 1LI BE PROVIDED. SHOE PLATE !a RIM JOIST OR BEAM 8) CONTRACTOR SHALL PROVIDE SPA FI;S, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT 1 REINFORCING STEEL. SUPPORT ITO S NHICH BEAR ON EXPOSED CONCRETE SURFACES J-- SMALL HAVE ENDS WHICH ARE PU )TI:-TIPPED OR STAINLESS STEEL. SUPPORT BE9) AL.L REINFORCING DETAILS SHALL :OIIFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER EXTERIOR WALL OPENINGS DETAILING REINFORCED CONCRETE i7F UCTURES ACI 315 LATEST EDITION, UNLESS DETAILED F OTHERWISE ON THE STRUCTURAL 101INGS. _- USE LSTA 3G.~S1A4 j INN S'TSRp DETAIL .STRAPPING ® TOP & BOTTOM 1/2'd GATOR BOLT I_ « P 10) ALL, CONCRETE WORK SHALL BE N ACCORDANCE WITH "THE OUILDING CODE REQUIREMENTS D lN7.SJ PER SHEET /91 FOR CONCREFE" ACI 318 LATEST I )F ON, ANO 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPING GATOR COUPLER (N.T.5.) ; CORNER DETAIL L COST ST�2APPINg ®-TOP MASONRY - (N.T.S.) 1/2"0 GATOR BOLTS SPACED I 1/2"0 GATOR BOLTS SPACED I EXPANSION JOINT (N.T.SJ I 1) C jNCRETE MASONRY UNITS SHALL Bi ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET � 01 . ADDITIONAL STUD WALL PER SHEET N� ADDITI(NHaL I RECESS SLAB 3/4"x 10" WIDE M"..ONRY UNITS, TYPE 1, GRADE t -'i NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP, BOLTS MAY BE NEEDED PER EXP. BOLTS MA BE NEEDED PER C- 2000 PSI ( f ' m - 1500 P`. ) 44 RODS CONT. I AT GARAGE DOOR 8"x 6" OR 4"x 4" POST SHEAR WALL TABLE ON SHEET 4" CONC..SLAB W/6xex10,,D W.W.F. SHEAR WALL TABLE ON SHEET/'L` ( 8x6xto/1O AW.F. EPDXY OROUT GATOR BOLT SYSTEM USE RFU ."slnL soup ocT INSTALLATION INSTRUCTIONS p P 2) MORTAR SHALL CONfORM TO ASTI 0270 AND BE OF TYPE M OR 5. �.� I I _ ..._�; ANG110� +'C' STUD WALL r•g• •, t"� 1)DETERMINE THE STARTING POINT AND HARK EITHER THE 3) HORIZONTAL MASONRY JOINTS REI F(:RGEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH'' I � FORM BOARD BOLT LOCATIONS PRIDE TO CONCRETE POUR ? ' DRILL 6" INTO CONCRETE 6 in. LAP AT ALL SPLICES AND PI Cl D AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. I +''?!! IF"�MaTs ARE uxEO aR ear LacAnoHe DIRECnY ~ 6xBxio/10 W.W.F. °lp ' •r'-;': ON'INE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS POST STRAPPING BOTTOM .T.. 6 MIL V.B. OVER "L:AN. I L A ARE USED WOOD MING WELL COMPACTED TFEATED FILL I �L, (2)-p5 CONT• HOOKED CONCRETE FOOTING 9F '•:t+f'+ ' I I & TIED AT CORNERS 2)CORNER LOCATIONS SHALL BE PER DETAIL 1.ON riles (N,T.S.) 1) ALL WOOD FRAMING SHALL BE SY I1 2 AND INSTALLED PER AITC AND TPI AND NATIONAL 6FVO C$ VERT. ON 48" 0. : Ic AT CORNERS. I • ••/•" 7 12 MIN. 18" T• DESIGN SPECIFICATIONS FOR W000 C.NS'fRUCTION. al; ROCS SHALL BE M(A(ED 8" INTO T( — ' ti" I 3)IN3TALl COU.PLERs WASHERS&NUTS WHERE REQUIRED POST S TR A P P I N G n ^, .J" FOOTINGS BOTTOM AND 12" INTO SLAB I 1,: ,• 2 BOLT RUN DETAIL TYP PER DETAIL °"THIS SHEET AMD PER IMANUFAc IUTtER 9 A 2) STRUCTURAL. WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: ( )-q5 GOVT. HOOKED TURN DOWN SLAB DETAIL J RECOMMENDATIONS. i F , FOR HORIZ, REINF IRI EMENT, USE ( ., ;` 4t TIED AT CORNEM TOP & BOTTOM SAWN LUMBER LAM. VENEER LUMBER I I9 go. HORIZ. JOINT REINFORCEMENT I :t MIN. 18 I ® GARAGE (N.7.SJ (N7.SJ Fb - 1120 PSI Fb - 2,600 PSI ON 16" O.C. (MAX.) Fv r 90 PSI Fv = 285 PSI •� "Fc1 = 565 PSI E - 1.900,000 PSI ** - 48" (MAX,) ORt. ''4Fc - 1,455 P51 CONSULT ENGINEER E = 1'600'000 PSI TURN DOWN SLAB DETAIL I BLOCKING REVD. 3) ROOF & WALL SHEATHING SHALL E 7/16' ORIENTAL STRAND BOARDS (OSS) OR BETTER, I!�"(W)x $•(H) CONCRETE FOOTING I 2X4 BLOCKING O SHEATHING JOINT 2x4 OUTRIO= BE WEEN aU1RID0ERs SPAN RATED AS SHOWN ON THE C !A49NGS• R INFOR D W/(2)-�t5 RODS CONT. I EXCEPT ® GARAGE I 4"FROM GABLE END q 46"O.C. � HURRKANE CLIP N 2.6 t t1T, 2x4 SOAK FROM TOP TO _ L _ -, _ •_ — 7/16-STRUCTURAL ROOF SHEATHING U-HANDER OR EQUAL O 46 QC BOTTOM CWOItO TO SERVE AS NAILER 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL — — — ._. 2x4 BARGE RAFTER CONT. FOR x-BRACING O e'4G PROVIDE CLIP FOR 400 w. OR SOIL SHALL BE PRESSURE-TRE .TI:]. Bx8x10/10 W.W.F. SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR " + TRUSSES O 24" O.C. 5) CONTRACTOR SHALL PROVIDE ALL A`i TENINC DEVICES NECESSARY ANp SUITED FOR EACH - Y r4. I I FASCIA BOTTOM CHORD OF GABLE APPLICATION, FASTENING SUBJECT ' ) AOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM "� ., 12d NAILS O 8'0. n pti••w,,:,, I I CL END TRUSS A-,63-60. SCHEDULE A " • .4"i• r IIx4 X-BRAGNO eD ";. •• + O e'-O`4 C. `•TOP CHORD OF GABLE END (3) 19d MAILS 6) TCL METAL CONNECTIONS AND FAE :10TK)NS SHALL COMPLY WITH AJ.S,C. SPECIFICATIONS, (2)-/5 ROOS OONT, I I TRUSS DRO'3`1/2• DOUBLE TOP PLATE FASTENING SUBJECT TO MOISTURE H,!LL BE HOT-DIPPED'GALVANIZED TO ASTM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PU TE 7) S:'LID BLACK ALL JOIST AND RAFT R:: AT POINT OF SUPPORT. BOTTOM OF BEARING WALLS (PRE-ENGINEERED FRAMING) 19" -IACORNp,07e I MAX, g TRUSS No. OR UPLIFT TRUSS TO TDP INTERIOR STEP DOWN DETAIL FROM.GABLE I I fL OPENING GRADE OF LUMBER TO BE USED I )R THE FABRICATION OF STUD WALLS MAY BE SPF /2 ,1 TOP PLATES TC FIK)TINGS -- — — — — — — -- — — — ---• -- — — — — — — I INEAll OF SYP (!2. DESIGNATION Lbs PLATE OR TO STUD CONT.2x4 ACAS FROM TOP 70 2x4 BLOCKiNO O 49"O.C,BETWEEN GATOR BOLT. SOLE PLATE SHALL BE TT011 CHO7D O X BRACING CABLE END TRUSS AND FIRST I I (PROVIDE ADDITIONAL 2x4'4 AT ALL TRUSS ENDS O-•`TS LSTIZ,~SI 00� 1 "f GATOR BOLTS I AE'A AS 2x4 STUDS ANCHORED TO BOLLTTSS SPACED WE SCAB t VERT I VERTICAL IF HIGHER THAN 4Ir COMMON.TRUSS wEe Ia Not PRESENT c OUTLINED BELOW ON SHEET 0 I TO FORM AN"L"SHAPE) >CFI DOLE "B" - MISCEL; P,VEOUS FASTENING SCHEDULE Tw)aT iTlth q d 16" O.C. PER SHEET #01 . ADDITIONAL iT.2x418' Z SYP, LATERAL EXP. BOLTS MAY BE NEEDED PER (3)124 NAILS(TYP) I BOTTOM CHORD OF CE OSI( O.0 C01VN CTION FASTENER NUMBER OR SPACING T-tG��TG _ 6x6x1O/10 W.W.F. l SHEAR WALL TABLE DN SHEET �� AT X-BRACING GABLE ENO TRUSS (3)I2d NN45 ISOMETRIC VIEW '4-1411.R I7 SHOWING LATERAL BRACE TO 'TOP o?vSOLE PLATE TO STUD, END M L 16d COMMON 2 �_� 4GT�i�STMPSONi (2)_2x4 TOP PLA79 GABLE END TRUSS p 1'1E.�o 4 HowSoWsl �'rvs •� ,_• 6 -;,y;�• -PLATFORM FRAMING- S1U0 0 SOLE PLATE, TOE NAIL 8d COMMON 4 .� , , W1 LTT7,od� Sl M SOIJ. .• ' OLT.&) DOUBT. STUDS, FACE NAIL tOd COMMON 24" O.C. +•ro,";fa. . ,q.I CONT. 2x4x8' SYP UOUBL TOP PLATES, FACE NAIL iOd COMMON 18" Q.C. (7gs P •:.�,..ty •.1 LATERAL BRAC O 57 C. 2x4 STUDS O 16•O.C. r y,': TOP RATES. LAP AND INTERSECTIONS ACI NAIL 2^I6d OR 3-104 COMMON „ ••� 'tA',;;i.•:Y! ti 2x4 )c 'NO O 24"o•C CONr1 UDUS HEADER, TWO PIECES I 6 COMMON 18" O.C. ALONG EA. EDGE 1"166 MGT."!,1µP5013. _ (2)-F5 RODS CONT. 4ETIEEN GABLE 4c FIRST TRUSS I �I, .-1 CAD FILE NAME PLYW D do PAfiTICLE80ARD 5HEATHIN( TD TIC�p N �� I_—. "_,�I CHP O 46"O.Q. CLIP MUST 4-OT F� ___ w N I PROVIDE A MW 400 Lbs of SHEAR. Q� Q ROOF'-- 7/16" OR GREATER _r 8d COMMON 6" O.C. EDGES d 45S „ SON• INTERIOR THICKEN SLAB DETAIL. "'�ACrHI F� 8" O.C. INTERMEDIATE 3656 IGT I.,SIPLATFORM FRAMING H DRAIMNG NO. WALL I- 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & • TO TI E'Ij 0a N 1A GABLE END NOTE: (N,TJ`w) DRAWN IMAPPfl01lEL)BYt 12" O.C. INTERMEDIATE G 8 UNBRACED LENGTH of x-BRACING MAY MISC. FOUNDATION DETAILS G NOT EXCEED 10 1T.. V LENGTH DOES 'D. AMROwo BYt LJG SHEET NO. FLOORI- 3/4' 'T1kC PLYWOOD y� - 8d COMMON 8" O.C. EDGES & Y- SEE TRUSS FNQINEERING BY" At pIAIE "FOR TRUSS DESKINATIaN -- - -� EXCEED 10 1T., ADDITIONAL SCAB IIT REO �a' 12" O.C. INTERMEDIATE MT.S.) UA1Es to/01 LOUIS GABRIEL P.E. _ S)f3 SCS 9LZJafALL.fAQF3I.ES_.Of_ 11_17.7w._9._q _ SCALE. AS NOTED �1 121 , 10 OF l��fh r Nv IRn 4 DATE: 0 ogi2io1 w 7►=O O5O r t IJO -^ 0.Q p ,. � N ro 9 o LU N � city AtlanticBeach rhnning and Zoning Departrnent This approval verMea cornoonce wig applicable zoning, subdivision and other local land development regulations, but does not constitute nn approval for the Issuance of permits. Compliance INA with Florida the Code and all other applicable toad, State and Federal permitting requirements must be vsrtllad ignature Of the City of Atlantic BOOM Bui tng tial prior to lksuence of a ave op n irec or a�. r ----------- PERSPECTIVEPAGE BUILD SET 13x5 rv��9 IN ST GATE: 09/27/01 57' 196 3'91;2 12' 21'81/2 621/2 3'91/2 561/2 162 U a� v WINDOW 5CHEOULE M Y c TOP OF W01 1 We, —1507-76`6—LASS RLOCK GLASS WO70770— MRK 50-T M ERE -75CURE /LOCK AT W03 2 MARK 50-WMTE-WITH MUNrIN5 � � — — — ___. — 1 54"AFF W04 1 14020 MARK 50-665CURE -TEMPERED f N Q] <0 U Cts C�1 w.%2 wR16w wba90 p� 3a&f.FrumrEpc1Etl6 DRT2,% V. (� f I KITCHEN g' N F�E� (Ceiling Sloped from 6'to 10) W11x10'10 - � ' 42"kneewall GARAGE (8'flat ceiling) 227 x 1510 W � � PLANT SHELF-TOP OF �� LIVING 1 CLOSET 0 84"AFF 21'9 x 14'6 (�3 II CV PLANT SHELF-TQP OF i-+ 2x368 10'Flat Ceiling CL05ET 0184"AFF - --- 4111'9 36 94 2'8 22 1451/2HE m J— T I 'p 1/ 351/2 4'6 2'4112 1'91/2 851/2 N 10'Flat 266a " Ki 1 Ceilin N � >- N _ _ =' CLOSET .-.� =1 1 09 __ — aJ s TH / t� �= (8'ceiling) �( ' xt flat ceiling) 5'x6'3 00 6Ei7R00M 09 5'x 7'11 N R) (Cathlcdral Ceiling) 105 x 117 JOL c\1 I k Srdvd 60' [V t4 r c_O d � DEDROOM o � ° 3068 �j — N N (8'flat ceiling) as MASTER 6DRM 11'11 x 10 I N (8'flat ceiling) 1511x121 c\j >t V 4' N cp c 17 MASTERJ,_,3AIHN t x 4 (8'flat c LIVING AREA 5'x �J 1190 5tj ft 02 !, 2'61/2 3' 2'112 2' 1'1Q 710 1111/2 5'1 46 271/2 98 � 5'8NE 164 - T FLOOR FLAN PAGE 13UILP SET SCALE: 1/4" = 1 FOOT 1305 Wi 5t. DATE: 09/27/01 c"I TOP OF cv- GLA55 — -- - — — — -- /BLOCK AT 54"All — — — — — — — — — — — — — — — — — — — — — — — — — — -- to LL 47 (Ccifing 51opcA from 8'to 10') m Q KITCFEN (Ceiling Sloped from 6to 10) 6 CE ko GARA'G' E — — — — — — — — — — 10, LU flat cenling) -- — — — — — — — — — — — — — — — — -- PLANT 5HELF-TOP OF CL05ET 0 84"AFF 1 4 ----_.rLANr!5HELF-TOP OF -ilin CLOSET 0 b4)'AFF 10'Flat C�, 7! 1z U-3 10'Flat CL05ET — — — — — — — — — — — — VATH "//70 (6 ceilino) (6 flat c6lim < BEDROOM (cathedral ceiline) < 5EPR" (13'flat ceilinq) MASTER DPRM (5,flat cciliN) FORCH (v c-cilirq) MASTER 13ATH (51 flat cell") LIVING AREA 1190 5q ft — — — — — - -- — — — — — — — -- — — — ROOF PITCH 15 6:12 ALL INTERIOR PITCHES TO DE MAXIMIZED C) ROOF FLAN OAGE DUILD SET SCALE: 1/4" 1 FOOT 4 LATE: 09127/01 0 U CtiC I I I I I roU- I I KITCHEN a (Ceiling Slopvd from S'to 10) o ' oo 1 Q �Q0 .GARAGE � ' � � wp t-v- O o I I (8'flat ceiling) LIVING �/ I I ti \ i sv -b9 CLOSET 13ATH (� - I e T 0 ET (S'ceiling) PEPROOM (Sflat Ceiling) (Cathedral Ceiling) DEPR00M (8flat ceiling) \7 � MASTER 13PRM OR (8'flat ceiling) yyV�� 11 W PORCH o (8'ceiling) MASTER 5ATH ry LIVING AREA -- (a'fiat ceiling) 11905gft CN0 U 0 � o FIP5T FLOOR ELECTRICAL PAGE 13UILP SET SCALE. 1/4" = 1 FOOT FRONT & RIGHT DATE: ELEVATION 09127101 5CALE: 1/4" = 1 FOOT N U U N fZ V Q) r-� C\j 0 Q PAGE DUILP 5ET REAR & LEFT ELEVATIONS DATE: SCALE: 1/411 - 1 FOOT 09/27/01 ,) A 9C�Q U I � O � Cfl N � l V L.L._ PAGE DUILD SET 7 1 305a 1 n st. 57 23'31/2 W61/2 r - -- -- - - - - - - - - - - -- --- - — ... - - r --- --- - - 1916 STEP UP 4" I 1 in I _ - - - - _... ._._. - - _. - - - - - - - - - W... — _._.. .._._ ._.... - - - - - - - � � I I 3'x,/21 i N I I � I� IT I I UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION I I GARAGE (4 LOWER) I PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION 353 Sa ft ( I SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE- SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL 191'6 I I L SETTLEMENT. HOWEVER,AB t. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH I THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL I I BE RECOMMENDED BY THE SOIL ENGINEER. I I Q I — — — --- -- — — •--• — — — — — — — - - I IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL I I N I I BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: _ — — — — — —I THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE I— SOIL CONDITIONREPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW I FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE c 2, OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER I 1 N THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED i SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS I (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. I CV I fLsl ab a raAt Fi b I I �'v2 � � e.•r-►rn,_bowr I I I .-— — _ — — — — ._.._ — — ._.._ J r _ _ � _� I �t,o,�o�r �a�ri•,r� SCyi 1,. I I wN I I. (oaa� _ — - - - _ - - - — I (OWER, I i — — 24.q Ts - - - - __._ - - _ - - - .._._. _ — TOTAL SLAD „ AREA 1567 5a ft I I I 219 USF 1621/2 ��F'6 1231/2 55 164 � Q Q 55' FOUNDATION PLAN SCALE: 1/4" 1 FOOT LOT. �J1,OeK ZZI WEST TLA � CAD FILE NAME DRAWNG NO. ptAMN qYs AMOM B AWROVW dri GAG SHEAT Nd. DAM i /01 LOUIS GASRI ' P.E. Q suvc AS NtTED )3D5gcz',F�6 `� _ TABLE FOR SHEAR WALLS FRAMING — — r I (GROUND FLOOR) .7v I TOP OF SMEd ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE I �' 0 GLASS THE SHEAR WALLS TABLE WAS ESTABLI I I `• ® !� BLOCK AT NOTED IN THE TABLE: 5L AFF A) WOOD SHEATING TO STUDS NAILING %TALL BE 8d COMMON NAILS. ..._ .___ __ �,� ___, ,�_ _ .,_.,.. ._._. — -- --•_ --- --- -- B) GYP. BOARD TO STUDS NAILING SHALL, BE 5d d: 6d COLLER NAILS FOR 1/2' d: 5/8" THICK BOARD ._. --- -- -^ RESPECTIVELY. ��. I , `.•� C) SOLE R 1/2"0 x�7' ADHESIVEANCH RS SMALL 13E BOLTS FOR IN"TERIOR WALLS. ��" (A307 STEEL) FOR EXTERIOR WALLS I I A \ I — REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR r� DESIGNATION SHEATHING DOUBIk SHEATHING NAIL SPACING ANCHOR SPACING I I •' LIVING w r I I l +4 (Ccome Sloped f rom$'to 10) f' ® 7/16" OSB SINGLE 8 / 12 60" O.C. I I ` KITCHEN ;r (BLOCKED) from b'to 10'} I o f (Coiling 5bped LL------�� 42"knecwali ® ® 7/18" OSB SINGLE 4' / 12" 60" O.C. Q ' (BLOCKED) l I I `'� T — ^ — ._,•�� ADDITIONAL NOTES: I I I GAP GE I ($'fiat telling) f �.�I 1) FOR LOCATIONS CLOUDED AS . INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE I I �PLANf SHELF-TOP OF I BOLTED PER DETAIL "B" ON SHEET 1O I I I CLOSET a Ow AFF �' I 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL PLANT 5HELF-TOP OF I BE BOLTED PER DETAIL "E" ON SHEET P 1 o 10'Flat Ceiling CL05ET CIS$4"AFF ' I 3) ROOF TRUSSES SHALL BE STRAPPED TO 7OP PLATES OF BEARING WALLS AS SHOWN ON I I _ ♦ I SCHEDULE "A" ON SHEET 11110- STRAPPING WILL BE ADEOUATE TO RESIST SHEAR FORCES ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. __ ' __ I 4) 11HE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS Iz. I y_ __. __ _ , HAVE BEEN REDUCED BY 18X TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR OF ALL METAL l ` THA CONNECT STUDS TO TOP PLATES, O Et WALL CONSTRUCTION. ALSO THE ALLOAPLATE. EAR UPLIFTPACITY WALL HOLDDOWNS AND TOASTU SS OF FLOOR ABOVE R BELOW HAVE BEEN REDUCED BY 18X FOR THE SAME REASON MENTIONED 1O'Flat ti a ABOVE- _ Collin® '\ i CLOSET � 5)q OR d Rh BOTTOM AS SHOWN ATIONS CLOUDED AS G). E'TAIL�A" ON TE SHEETS WHERE141, WOOD POSTS SHALL BE STRAPPED l ($Ceiling) I — ---- �--- — — ---- — --- --W �— L3nTH �\ I 6� L0601014CLouOEO As � SWILL FE 5TKf ?PL;t pER 9ETAIL. "C" OF l ($'flat ceiling) `� SHEET *10 DEPROOM I (Cathedral Colling) l J MPROOM (D MASTER L30RM l (8'flat telling) (a'fiat ceiling) PORCH(8O ,'ceiling) MA5T1=?8A7•H l ($'flat ceiling) S N { ( VOLLS L11 - I-00 1 // General notes: 1 Roof pitch shall be (o : 12 , overhangs shall be 24" wide (max.). 2 Roof trusses shall be preengineered prefabricated SYP#2 wood trusses. 3 see sheet # ' 10 for lumber specifications, nailing requirements, etc. CAD FILE NAME LCAT A' 6LOCK. V1 WE5-r (1TLFlN1"T1C DRAWING NO. =Am avi aKa a� SHEET N0. WWOV0" LJG P.E. We LO/01 LOUIS GABR _ OF WALL. AS NOTED u(_7 t3�5 a � t DESIGN CRITERIA SCHEDULE "C" *** ROOF TRU" LIVE GOADS: ROOF TRUSStrus roof headers RECOMMENDED STUD SIZES AND SPACING Per sheetly1 20�/sq. ROOF................................................... ....................................., it. WALL PUTT HEIGHT STUD SIZE SPACING •; wINu;LOADS: 8'-0" THRU 9'-10" 2x4 18' �A. WIND VELOCITY (PER SBC-1997 EDI ;Oil)..................................100 M•P,H. 10'-0" THRU 14'-0" 2z6 16" ""-"•' ...EFFECTIVE PEAK.ACCELERATION,Aa<0.06 GARAGE DOOR HEADER SEISMIC LOAD (PER SBC-1897 EDIT )N ............. EFFECTIVE PEN( VELOCITY, Av<O.05 14'-1" THRU 18'•-6" 2x8 18" (TYP) 20 go. 24" long GEI ERAL STRUCTURAL 40TES:' SOW "SI sop d. twisted stray — - 19'-0*THRU 22'-0" 2x8 12" 1 •► �Srt�'b 1) IT IS THE INTENT OF THE ENGINI -R THAT THIS WORK BE IN CONFORMANCE WITH ALL 2210 12' N All hI C 10�10�,s 14y4�1(1AtPL01b RE UIREMENTS OF THE AUTHORITI S HAVING JURISDICTION OVER THIS TYPE OF i ER•SHEETOR�OLT C SIURUCTION AND OCCUPANCY. J.I. CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE ***'" THE PLATE HEIGHT REPRESENTS THE VERTICAL Obi GAL. WITH ALL APPLICABLE CODES AND Ri GUUTIONS. UNINTERRUPTED SPAN LENGTH OF THE STUD. IF HORIZ CONTINOUS BRACE CAPABLE OF TRANSFERING M M 2) THE CONTRACTOR SHALL VERIFY LL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS 70 SHEAR WALLS DOES EXIST, �STA3L� �+IM�SON « r TO COMMENCING WORK. THEN THE SCHEDULE SHOWN ABOVE DOES NOT STRR L%A36.. SWTPsON, APPLY. P 3) CONTRACTOR SMALL SUPPLY, LO( ATE 'i•TR fit o GATOR MILT AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, - � , AN ES, PLATES, OPENINGS, SLEE E`.:. HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE «D" BE REQUIRED BY ATTACHED DRAWING A40 TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA ►JIi WALLS 4) T ESE DOCUMENTS ARE THE PRL 'E MY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) RE 13ODUCEO WITHOUT EXPRESSEI W iITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET _ �. ., , .;; �, •, „-. .r 5) L DETAILS ANq SECTIONS SH01 V DN THE DRAWINGS ARE INTENDED TO BE TYPICAL AND " » " ' " ' ~F •' •r' THREE (3) STUDS Mr� UP TO 3'-0 3'-1 THRU 6'-0 6-1 THRU 1('--0" ..•. � slm C u r SHALL BE CONSTRUED TO APPLY 0 ANY SIMILAR SITUATION ELSEWHERE IN THE WORK ' - CONTINUOUS(IWINJ•1 M��t � EXCEPT WHERE A DIFFERENT DETI L S SHOWN. LINTEL* (3)-2x8'3 (3)-2x10'3 (3)-21 12'3 SUPPORT GIROER EXTERIOR WALL, OPENINGS,^E 6) SUBSURFACE SOIL CONDITION INF IRIIATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB ** USE TWO(2)STUDS OF THE SNIE SIZE AS THESE OF THE WALL BDN Ci1LSIDMED �• STRAPPING ® TOP & BOTTOM EXCEPT AT f 5I rIIMPSOM~ CONCRETE SLAB FOR A 2000 PSF SOIL BEARING ( 1P,.CITY, CONTRACTOR SHALL REPORT ANY DIFFERING - EXTERIOR WALL OPENINGS K I101�soWN CO DITIONS TO THE DESIGNER PF )R TO COMMENCING WORK. *- TWO 2 PLATES WITH A I//2" PLYWOOD FILLER MAY BE USED 4S W OF - GARAGE DOOR & OTHER LOCATIbNS SHOWN THEN EE (3) PLATES MENTIONED ABOVE. STRAPPING TOP & BOTTOM ON SHEET #q OF THE DRAWINGS 7) IT 15 THE CONTRACTOR'S SOLE R SF ONSIBILRY TO DETERMINE ERECTION PROCEDURE ANO **= STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE P AT S• (N.T,SJ MTS.) _4 SE F.NCE TO INSURE THE SwET 0' THE BUILDING AND IT'S COMPONENT PARTS DURING 111111 Eli•C'TION, — • .I •I. ,•S'" Y '�' l+ ��1.,.: `,..':1,;•.'• i CON STRUCTION NOTES: 1`� • ,''�''` ROOF TRUSS NOT ROOF TRUSS r SHOWN FOR CLARITY �.�'3 PREENGINEERED ROOF TRUSSES � • 1) AI CAST IN PLACE CONCRETE (I IC;PT SUB ON GRADE) SHALL HAVE A MIN, OF WOO PSI /.;�� TOP PLA E. GATOR NUT DOOR JAMB COMP F,SSIVE STRENGTH AT 28 DAY'. !!AS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. �i�, -.'•I 3•x 3"x 1/B" ANCHORAGE • TOP de BOTTOM Detail "C" Jamb strapping 2) f0 TJNGS SHALL BEAR BELOW DIST IR.i ED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON �., r%, GATOR WASHER STRUCTURAL. FILL COMPACTED TO . G ENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ., .� « (N.T,S.) @top B O t t. ORY DENSITY (ASTM 01557) FOR A ( :PIH OF AT LEAST ONE FOOT (1 fL) BELOW THE BOTTOM OF THE FOOTING. 1;�� ,� SON•STMPSON.JIII►1�y�(ID)Ip� p CIL 3) HEARING MATCRAIL: THE FOOTO 3355; SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, ' t*A2" O.C. x jTls HURRICANE STRAPPING PER � '� a SCI. A" ON SHEET#10 WHICH WILL REQUIRED PROPER CO;Pi,CTION, OR IN COMPACTED STRUCTURAL FILL TWE BEARING �� `\ LEVEL SOIL$. AFTER COMPACTIOI , I HOULD EXHIBIT DENSITIES EQUAL 70 95% OF THE MODIFIED N,T.�,1) PROCTOR MAXIMUM DRY DENSITI (,'STM D1557) �� 1 4) R INFDRCINC STEEL SMALL BE 9 M A-615 GRADE 50 STEEL CONFORMING TO ACI 3011 1/2-0 GATOR BOLT AC 315, ACI 316 ANO CRSI MANI AL. OF STANDARD PRACTICE, LATEST EDITIONS. FL ' PER SHEET#q 1/2"0 GATOR BOLT 5) AI US VERTICAL AND 1 )R'ZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE - » PER SHEET #qL CONTINUO• SPLICED A MIN. OF 36 BAR I Wi ETERS OR 24, WHICHEVER IS GREATER UNLESS (STAV, 51frttt OT ERWI$E NOTED. SPACE 0 32" O.CNOR b) Ti E MIN, CONCRETE COVER FOR '(A:TINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. (MAX.) FOOTINGS (Tp MAIN REINFORCI 01:9)....................3 inches GATOR COUPLER SLAB ON GRADE....................... .............................CENTERED TOP PLATE 7) Fn RIZONTAL BEAM ANO FOOTING 45 SHALL BE BENT 1'-0" AROUND CORNERS OR OF WALLS CO iNE.R BARS WITH 2'-0" LAP % 1LI BE PROVIDED. SHOE PLATE !a RIM JOIST OR BEAM 8) CONTRACTOR SHALL PROVIDE SPA FI;S, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT 1 REINFORCING STEEL. SUPPORT ITO S NHICH BEAR ON EXPOSED CONCRETE SURFACES J-- SMALL HAVE ENDS WHICH ARE PU )TI:-TIPPED OR STAINLESS STEEL. SUPPORT BE9) AL.L REINFORCING DETAILS SHALL :OIIFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER EXTERIOR WALL OPENINGS DETAILING REINFORCED CONCRETE i7F UCTURES ACI 315 LATEST EDITION, UNLESS DETAILED F OTHERWISE ON THE STRUCTURAL 101INGS. _- USE LSTA 3G.~S1A4 j INN S'TSRp DETAIL .STRAPPING ® TOP & BOTTOM 1/2'd GATOR BOLT I_ « P 10) ALL, CONCRETE WORK SHALL BE N ACCORDANCE WITH "THE OUILDING CODE REQUIREMENTS D lN7.SJ PER SHEET /91 FOR CONCREFE" ACI 318 LATEST I )F ON, ANO 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPING GATOR COUPLER (N.T.5.) ; CORNER DETAIL L COST ST�2APPINg ®-TOP MASONRY - (N.T.S.) 1/2"0 GATOR BOLTS SPACED I 1/2"0 GATOR BOLTS SPACED I EXPANSION JOINT (N.T.SJ I 1) C jNCRETE MASONRY UNITS SHALL Bi ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET � 01 . ADDITIONAL STUD WALL PER SHEET N� ADDITI(NHaL I RECESS SLAB 3/4"x 10" WIDE M"..ONRY UNITS, TYPE 1, GRADE t -'i NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP, BOLTS MAY BE NEEDED PER EXP. BOLTS MA BE NEEDED PER C- 2000 PSI ( f ' m - 1500 P`. ) 44 RODS CONT. I AT GARAGE DOOR 8"x 6" OR 4"x 4" POST SHEAR WALL TABLE ON SHEET 4" CONC..SLAB W/6xex10,,D W.W.F. SHEAR WALL TABLE ON SHEET/'L` ( 8x6xto/1O AW.F. EPDXY OROUT GATOR BOLT SYSTEM USE RFU ."slnL soup ocT INSTALLATION INSTRUCTIONS p P 2) MORTAR SHALL CONfORM TO ASTI 0270 AND BE OF TYPE M OR 5. �.� I I _ ..._�; ANG110� +'C' STUD WALL r•g• •, t"� 1)DETERMINE THE STARTING POINT AND HARK EITHER THE 3) HORIZONTAL MASONRY JOINTS REI F(:RGEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH'' I � FORM BOARD BOLT LOCATIONS PRIDE TO CONCRETE POUR ? ' DRILL 6" INTO CONCRETE 6 in. LAP AT ALL SPLICES AND PI Cl D AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. I +''?!! IF"�MaTs ARE uxEO aR ear LacAnoHe DIRECnY ~ 6xBxio/10 W.W.F. °lp ' •r'-;': ON'INE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS POST STRAPPING BOTTOM .T.. 6 MIL V.B. OVER "L:AN. I L A ARE USED WOOD MING WELL COMPACTED TFEATED FILL I �L, (2)-p5 CONT• HOOKED CONCRETE FOOTING 9F '•:t+f'+ ' I I & TIED AT CORNERS 2)CORNER LOCATIONS SHALL BE PER DETAIL 1.ON riles (N,T.S.) 1) ALL WOOD FRAMING SHALL BE SY I1 2 AND INSTALLED PER AITC AND TPI AND NATIONAL 6FVO C$ VERT. ON 48" 0. : Ic AT CORNERS. I • ••/•" 7 12 MIN. 18" T• DESIGN SPECIFICATIONS FOR W000 C.NS'fRUCTION. al; ROCS SHALL BE M(A(ED 8" INTO T( — ' ti" I 3)IN3TALl COU.PLERs WASHERS&NUTS WHERE REQUIRED POST S TR A P P I N G n ^, .J" FOOTINGS BOTTOM AND 12" INTO SLAB I 1,: ,• 2 BOLT RUN DETAIL TYP PER DETAIL °"THIS SHEET AMD PER IMANUFAc IUTtER 9 A 2) STRUCTURAL. WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: ( )-q5 GOVT. HOOKED TURN DOWN SLAB DETAIL J RECOMMENDATIONS. i F , FOR HORIZ, REINF IRI EMENT, USE ( ., ;` 4t TIED AT CORNEM TOP & BOTTOM SAWN LUMBER LAM. VENEER LUMBER I I9 go. HORIZ. JOINT REINFORCEMENT I :t MIN. 18 I ® GARAGE (N.7.SJ (N7.SJ Fb - 1120 PSI Fb - 2,600 PSI ON 16" O.C. (MAX.) Fv r 90 PSI Fv = 285 PSI •� "Fc1 = 565 PSI E - 1.900,000 PSI ** - 48" (MAX,) ORt. ''4Fc - 1,455 P51 CONSULT ENGINEER E = 1'600'000 PSI TURN DOWN SLAB DETAIL I BLOCKING REVD. 3) ROOF & WALL SHEATHING SHALL E 7/16' ORIENTAL STRAND BOARDS (OSS) OR BETTER, I!�"(W)x $•(H) CONCRETE FOOTING I 2X4 BLOCKING O SHEATHING JOINT 2x4 OUTRIO= BE WEEN aU1RID0ERs SPAN RATED AS SHOWN ON THE C !A49NGS• R INFOR D W/(2)-�t5 RODS CONT. I EXCEPT ® GARAGE I 4"FROM GABLE END q 46"O.C. � HURRKANE CLIP N 2.6 t t1T, 2x4 SOAK FROM TOP TO _ L _ -, _ •_ — 7/16-STRUCTURAL ROOF SHEATHING U-HANDER OR EQUAL O 46 QC BOTTOM CWOItO TO SERVE AS NAILER 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL — — — ._. 2x4 BARGE RAFTER CONT. FOR x-BRACING O e'4G PROVIDE CLIP FOR 400 w. OR SOIL SHALL BE PRESSURE-TRE .TI:]. Bx8x10/10 W.W.F. SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR " + TRUSSES O 24" O.C. 5) CONTRACTOR SHALL PROVIDE ALL A`i TENINC DEVICES NECESSARY ANp SUITED FOR EACH - Y r4. I I FASCIA BOTTOM CHORD OF GABLE APPLICATION, FASTENING SUBJECT ' ) AOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM "� ., 12d NAILS O 8'0. n pti••w,,:,, I I CL END TRUSS A-,63-60. SCHEDULE A " • .4"i• r IIx4 X-BRAGNO eD ";. •• + O e'-O`4 C. `•TOP CHORD OF GABLE END (3) 19d MAILS 6) TCL METAL CONNECTIONS AND FAE :10TK)NS SHALL COMPLY WITH AJ.S,C. SPECIFICATIONS, (2)-/5 ROOS OONT, I I TRUSS DRO'3`1/2• DOUBLE TOP PLATE FASTENING SUBJECT TO MOISTURE H,!LL BE HOT-DIPPED'GALVANIZED TO ASTM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PU TE 7) S:'LID BLACK ALL JOIST AND RAFT R:: AT POINT OF SUPPORT. BOTTOM OF BEARING WALLS (PRE-ENGINEERED FRAMING) 19" -IACORNp,07e I MAX, g TRUSS No. OR UPLIFT TRUSS TO TDP INTERIOR STEP DOWN DETAIL FROM.GABLE I I fL OPENING GRADE OF LUMBER TO BE USED I )R THE FABRICATION OF STUD WALLS MAY BE SPF /2 ,1 TOP PLATES TC FIK)TINGS -- — — — — — — -- — — — ---• -- — — — — — — I INEAll OF SYP (!2. DESIGNATION Lbs PLATE OR TO STUD CONT.2x4 ACAS FROM TOP 70 2x4 BLOCKiNO O 49"O.C,BETWEEN GATOR BOLT. SOLE PLATE SHALL BE TT011 CHO7D O X BRACING CABLE END TRUSS AND FIRST I I (PROVIDE ADDITIONAL 2x4'4 AT ALL TRUSS ENDS O-•`TS LSTIZ,~SI 00� 1 "f GATOR BOLTS I AE'A AS 2x4 STUDS ANCHORED TO BOLLTTSS SPACED WE SCAB t VERT I VERTICAL IF HIGHER THAN 4Ir COMMON.TRUSS wEe Ia Not PRESENT c OUTLINED BELOW ON SHEET 0 I TO FORM AN"L"SHAPE) >CFI DOLE "B" - MISCEL; P,VEOUS FASTENING SCHEDULE Tw)aT iTlth q d 16" O.C. PER SHEET #01 . ADDITIONAL iT.2x418' Z SYP, LATERAL EXP. BOLTS MAY BE NEEDED PER (3)124 NAILS(TYP) I BOTTOM CHORD OF CE OSI( O.0 C01VN CTION FASTENER NUMBER OR SPACING T-tG��TG _ 6x6x1O/10 W.W.F. l SHEAR WALL TABLE DN SHEET �� AT X-BRACING GABLE ENO TRUSS (3)I2d NN45 ISOMETRIC VIEW '4-1411.R I7 SHOWING LATERAL BRACE TO 'TOP o?vSOLE PLATE TO STUD, END M L 16d COMMON 2 �_� 4GT�i�STMPSONi (2)_2x4 TOP PLA79 GABLE END TRUSS p 1'1E.�o 4 HowSoWsl �'rvs •� ,_• 6 -;,y;�• -PLATFORM FRAMING- S1U0 0 SOLE PLATE, TOE NAIL 8d COMMON 4 .� , , W1 LTT7,od� Sl M SOIJ. .• ' OLT.&) DOUBT. STUDS, FACE NAIL tOd COMMON 24" O.C. +•ro,";fa. . ,q.I CONT. 2x4x8' SYP UOUBL TOP PLATES, FACE NAIL iOd COMMON 18" Q.C. (7gs P •:.�,..ty •.1 LATERAL BRAC O 57 C. 2x4 STUDS O 16•O.C. r y,': TOP RATES. LAP AND INTERSECTIONS ACI NAIL 2^I6d OR 3-104 COMMON „ ••� 'tA',;;i.•:Y! ti 2x4 )c 'NO O 24"o•C CONr1 UDUS HEADER, TWO PIECES I 6 COMMON 18" O.C. ALONG EA. EDGE 1"166 MGT."!,1µP5013. _ (2)-F5 RODS CONT. 4ETIEEN GABLE 4c FIRST TRUSS I �I, .-1 CAD FILE NAME PLYW D do PAfiTICLE80ARD 5HEATHIN( TD TIC�p N �� I_—. "_,�I CHP O 46"O.Q. CLIP MUST 4-OT F� ___ w N I PROVIDE A MW 400 Lbs of SHEAR. Q� Q ROOF'-- 7/16" OR GREATER _r 8d COMMON 6" O.C. EDGES d 45S „ SON• INTERIOR THICKEN SLAB DETAIL. "'�ACrHI F� 8" O.C. INTERMEDIATE 3656 IGT I.,SIPLATFORM FRAMING H DRAIMNG NO. WALL I- 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & • TO TI E'Ij 0a N 1A GABLE END NOTE: (N,TJ`w) DRAWN IMAPPfl01lEL)BYt 12" O.C. INTERMEDIATE G 8 UNBRACED LENGTH of x-BRACING MAY MISC. FOUNDATION DETAILS G NOT EXCEED 10 1T.. V LENGTH DOES 'D. AMROwo BYt LJG SHEET NO. FLOORI- 3/4' 'T1kC PLYWOOD y� - 8d COMMON 8" O.C. EDGES & Y- SEE TRUSS FNQINEERING BY" At pIAIE "FOR TRUSS DESKINATIaN -- - -� EXCEED 10 1T., ADDITIONAL SCAB IIT REO �a' 12" O.C. INTERMEDIATE MT.S.) UA1Es to/01 LOUIS GABRIEL P.E. _ S)f3 SCS 9LZJafALL.fAQF3I.ES_.Of_ 11_17.7w._9._q _ SCALE. AS NOTED �1 121 , 10 OF