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Marsh View Court 1478 r I� < , 2 r 1•r 011 C L 11-9 U r 22 N\/TE: ALL DOOR LOCATIONS ARE o INFLUENCED DY THE WIDE TRIM THAT THEY WILL HAVE. PLEASE i USE A5 MUCH DESGRETION A5 i I FO55IDLE WHEN LOCATING THE r r _ .rr MASTER BATH\ I I .: CENTERS OF THE POOR5 WITH - °° i In MASTER BDRM 5_71/"21- --_�'_" !, r 15'-11" x - 1�E5f EGT TO INSIDE CORNERS. 15'-0.' -- � a �o l�� _ I D L3GARAGE CR r�(� TRIM WILL 13E 1X4- _ � 19'-11" x 11'-4" PATH L!2 I L 1 w�a av�a -- _ I I o LAUNDRY - y' x 5•-x Dz l� POTi pU PORCHENTRY ~ n 7'-T x 34-4" • T ^ moi' ME 5'.-6" x 5'-7" f i a 1. Emig FAMILY o " h `' " 15'-1.1" 1Y'-11" �9 x �J I c QF20PCHm p J I � WU'7. NOK - , 71 �TO x 14'_7" W wo. W . - DINING tU x 10.3 KITCHEN I 15'-11" x 10-3" C) N T NJgi342 WDC12A W,442 ' • w 2 wog wog w woz wv� � W v 0 U � a W � 62 " LIVING AREA Q 1574 5a ft --J DOOR SCHEDULE �[ NUMBER QTY SIZE DESCRIPTION THICKNE55 C MMENTS QTY NUPr?BIrR WINDOW SCHEDULE _ _ _ _ _ D01 1 2068 —537 COLOR SA1L WFIITE (SHINY) 1 3 S 1 D01 D02 2 2680 POCKET 55 - COLOR _SAIL WHITE (SHINY) _ 1 3/6 2 D02 NUMBER QTY SIZE DESGRIf'TION _ _ _ _ _ MANUFACTURER COMMENTS _ QTY NUMBS D03 T 2868 POCKET 55 - COLOR SAIL WHITE (SHINY) i 3/6 1 D03 W01 1 20305H 5 GLE HUNG KINGD MARK 50 OBSCURE 1 W01 N D04 2 2660 55 - COLOR SAIL WHITE (SHINY) 1 3/S 2 D04 W02 11 30605H SINGLE HUNG K1NCO WHITE ,� NOTE MUNTIN PATTERN 11 W02 C)D05 1 2580 EXT. 55 - COLOR SAIL WHITE (SHINY) 1 3/4 1 D05 W03 1 4054FX GLASS BLOCKS 46 - S GLA55 BLOCKS 1 W03 U 006 1 2580 POCKET 55 - COLOR SAIL WHITE (SHINY) 1 316 1 D06 W04 1 6060 EXT. 5LIDER-GLASS - COLOR WHITE (SHINY) 1 W04 z W05 1 8008FX 12 8" X 8" GLA55 BLK D07 1 3065 6 - PANEL FIBERGLA55 1 3/4 DOUBLE BORED 1 D07 TOP AT 52" AFF 1 W05 DOf3 1 4080 55 - COLOR SAIL WHITE (SHINY) 1 3/8 1 ppb W06 1 8080 1 EXT. 5LIDER-GLA55 - COLOR WHITE (SHINY) 1 W06 75 D09 1 4450 EXT. 55 — COLOR SAIL. WHITE (SHINY) 1 314 i' CD m Lu 0 l j A 0 :� �' � � � Liv "� • w 0) to Zi c' 44 �'' Com' � `` �• � 0 � L V i r r Alm Iw J J `V >1i UJ CL to (1) N TYPE OF CONSTRUCTION: TYPE VI CONDITIONED SQUARE FEET 15T FLOOR: 157 - SP= r � CONDITIONED SQUARE FEET 2ND FLOOR.. 934 SP= UNCONDITIONED SQUARE FEET: 8885P= IMPERVIOUS SQUARE FEET: 3130 5F APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF A13OVE FINISHED FLOOR: 26' - 2" DESIGN METHOD USED TO MEET MINIMUM LOADING REQUIREMENTS PER '00 FDC - SEC. 1606.1.7: SIMPLE DIAPHRAM DASIC WIND SPEED, MPH, (M/5) 120 MPH v WIND IMPORTANCE FACTOR (L): II ?:1.0 DUILDING CATAGORY. WIND EXP05URE: 13 WIND DIRECTION: ALL n.. METHOD FOR MEETING 1►NIN9 BOURNE DEBizIS PROTECTION: OPENINGS WILL DE PROTECTED WITH 0513 PER TADLE 1606.1.4 OF 2001 F13C PRESSURE COEFFICIENT: + Oil 0.18 m c� THE APPLICAi3LE INTERNAL DESIGN WIND FRE55UR-E5 (P5F) USED TO DESIGN COMPONENT AND CLADDING MATERIALS NOT 5PECIFICALLY DE5IGNED 13Y THE REGISTERED DESIGN FROFE55IONAL: REFER TO ENGINEERED PRAWING5 Lu n a i i.r.w V 0 ti. - - - __ - - _-- - --�1 mil ' \ • • � , uj NOTE: E. w w ALL POOR LOCATIONS ARE INFLUENCED 13Y THE WIDE TRIM THAT THEY WILL HAVE. PLEASE _ r- a L ��I U5 A5 MUCH D5C1� TION A5 ';°> - -- 1/2,1 F 211 N F055I13LE WHEN LOCATING THE CENTER5 OF THE POOR5 WITH BEDKOOM N o 11'-11" x 13'4" RESPECT TO IN5IDE CORNERS. ?-6 2-- -'" --11/W1-- -2- BEDROOM TRIM WILL 1X�{ - 3� , ,I g 41 `� Do. D° I " 13'-1'1" x 11'-4" --- L' 1/ �, 2v MECK KM EN 6EOW - D ,, r- - , OPEN BELOW - <9 �9 , N 19-11" x 34'-4" u � 5U HEIGHT AT 42" AFF ...DO � A STUDY not BEDROOM - 17'-T' x 12'-3" N � Y OFEN BELOW 15'-11" x 14'-T - � , - L m � (n- - 1m _ W3P2 (31&32 1rJ / 1/ - 75 cL W3 w3 W ?. f z L � LLL C) 0 LIVING AREA U ' 13' ' O V 934 5q, Ft d = L v N ID 114- CD � V DO(OK SCHEDULE WINDOW SCHEDULE 0 � NUMBER QTY`___ SIZE DESCRE.P_RON KNES5 (TOMMENT5 QTY NUM ER NUMBER QTY SIZE DE5CRIFTION MA_NUFACTUi�E COMMENT5 QTY NUMBER 701 1 2068 5 __ ?MOL ( SAIL WHITE (SHINY) 1 3l S 1 D01 W01 1 20305H SINGLE HUNG KINCO MAKK 50 - OBSCURED 1 W01 D02 2 2066 POCKET 55 - COLON 5AIL WHITE (SHINY) 1 3/8 2 D02 W02 1 30405H SINGLE HUNG 1 W02 P03 5 2666 55 - COLOR SAIL WHITE (SHINY) 1 318 5 D03 W03 6 30505H SINGLE HUNG 6 W03 D04 2 15666 55 --COLOR 5AIL WHITE (SHINY) 1 3l8 2 D04 N O V z 75 W n 0 V WALL HEIGHT POWNSTAIRS: Vuj � _ � � � - MASTER DEDROOM - 10' _.... _._ - �. _.. _._ _._, ____ - .� - �._ _ - ..� _- ...._.. - _.._ �. - - - - _ - -___ _- ...-_. ...Y - - PINING ROOM ANP ENTRY 10' `r FAMILY ROOM - 19 LANK 9° o \ KITCHEN - 9' I ( LAUNDRY - 9 � ` 1� �' tp MASTER BATHROOM - - - -"- - "- - FRONT PORCH - 11' 2ND FLOOR WALLS - 9' \ I IGARAGE WALLS - 9' I � ' TRYING TO ACHIEVE - OPENINGS FROM LOFT BATHS I LOOKING DOWN INTO PINING ROOM. I \\ CATHEDRAL CEILING VAULTEDROOF CEILING PITCH OVER FRONT PORCH 15 3:12 0 4 BE�RoaM ALL INTERIOR PITCHES ARE MAXIM17.E0 \\ I r I I VAULTED CEILING OVER MA51-EK DEPROOM VAULTED CEILING OVER\ I I ( DI AN VAULTED CEILING OVER MIL OROOM ENTRY CATHEDRAL CEILING OVER ALL UP5TA1K5 FsEDRUOMS I \ I BEDROOM I I CATHEDRAL CEILING OVER LANAI ME01 RM �. OPEN BELOW CATHEPRAL CEILING I \ ` \ CATHEDRAL CEILING OPEN BELOW / r; >� -- C SILL HEIGHT AT 42" AFF \- - - - _-__ _ - .- � - - - ._,._ - ....r - _.__ un C) i STUDY I I U I VAULTED CEILING y BEDROOM I I --- I VAULTED CEILING i I OPEN BELOW IN f CATHEDRAL CEILING mm Milo In" LIVING AREA ' 934 5q. ftIL - _ L 4-1W z ILL ILA �. W o J 1 r� I. I LAUNDRY CAE3INETS IL c� m z o - w cQ ❑ Q I wr ........... � 1 ELECTRICAL LEGEND = SYMBOL DE5CRIPTION METER 5OCKET \` ILLJ MASTER BATHS PANEL PDX "_ ..... } /C \ I ( -- MASTER BDRM 1..1...1 f 1 q CEILING FAN W/ LIGHT °\` O GARAGE BATHSu _ _ f i I 1.1.1 to fi cw ca FLUORESCENT LIGHT FIXTURE 11QV CEILING LIGHT FIXTURE LAUNDRY .. I 110V RECE55ED LIGHT FIXTURE 110V EAVE LIGHT FIXTURE O °0 110V CHANDILiER LIGHT FIXTURE i .� up 3..., o 0 110V WALL LIGHT FIXTURE PORCFi ENTRY SINGLE POLE 5WITCH THREE WAY 5WITCr1 — t _ i I l a FAMILY o RFp _ l to +J+ FOUR WAY 5WITCH i •�- D1MMEt� 5WITCH tl ma/ PORCH C) OUTDOOR 5WITCH NOOK } DINING wr KITCHEN I `" �.� 110V DUPLEX RECEPTACLE I r � , 110V DUPLEX RECEPTACLE V �,..+ GROUND FAULT INT ERUPTED w 110Y DUPLEX RECEPTACLE J Wl WEAIHERF'R00F COVER - _.. _ r lI._. _.. .;*----- �afJ .. 110VFLOOK MOUNTEDo DUPLEX RECEPTACLE wr wr r. 2400 RECEPTACLE � I TELEPHONE JACKS E Nrr� " IELF-VI51ON JACKS E DOOR DELL .PU5H BUTTON -� THERMOSTAT LIVING AREA W(nm s° SMOKE DETECTOR 1574 5q ft Q 0 EXtiAU5T FAN M DOOR CHIME < E a- FIRE ALARM PANEL m — S- z77 o COMPUTER POINT D L,._ 0 r (S) 0... U- 4) n C\j -~- V JO J � cr a U_ z z o o a e� y cv� ui STUDY AREA CABINET - 32" AFF UJ 11-5 Ll i � - --- � BATH IJ � -� • t BEDROOM, 4 BEDROOM MECki. RISA OPEN 6ELOWCt �r • •- . - T OPEN BELOW a SILL rlF—rrtiPiT AT 47' �iSTUPY BEDROOM \ ai OPEN BELOW Aw .................. _ (Z( >1 LIVING AREA 9, 5 f� z z O = W 0 � ❑ �-- n o . [10 ul a oNMI 0000 00 ` O r. UI • s U Q LU D � p FRONT �- uj k J o � Iwo ��- �. 0 � N Q a RIGHTI,. LU az ;7�a, , LL LLL ILLL 1 LU - o m m � o W n o __. i REAR � � II O rg w . . .. J j y [ice i a I E LEFT �-- �- M o � ' J Gy � 4=7 y _ L . W i O V U � _ as m z o t� m W Q 0 V Desi„�.n ,Criteria 1. Live Loads NOTE; Ft, Floor.........40#/Sq. Ft. 9 UNLE55 RULEP OTHF-KW15E DY THE 501L ENGINEER OR CONSTRUCTION PROFESSIONAL THAT I5 FAMILIAR WITH THE HISTORY OF e62 Z. Wind Loa ds THE 5PECIFIC CON5TRUCTION SITE.THE UNPEK5I0NED ENGINEER RECOMMEND5 THAT AT LEAST TWO(2)25 FT.DEEP 501L O 2 ' Three Second Gust Wind Velocity Per r F B C-2001•,••.••••12O BORINGS EE PEKFORMEp AT THE G0N5RIKFIQN 51TTr FOR.THE PURPOSE OF EYALUATWG THE DEEP SOIi.CONDITION AND TO • r `rB" Cate o "ll" Building INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUlTADLE SOIL(I,E ORGANIC 5011 UNCONSOLIDATED CLAY,ETC,) v N Mph, l (importance Factor)=1.0, Wind Exposu 0 9 �/ THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. CCPi=(+)Or(-)0.18 ( Enclosed Building). $ • HOWEVER.6 FT.DEEP SOIL 60K1NG5 SHOULD DE PERFORMED TO E5 TADLI5H THE DEPTH OF SOIL E(CAYATION AND(3ACKFILL. z .3 . Components & Cladding Design Pressures * ` ' NUMDER OF 60KWS 5HALL 15E RECOMMENDED RY THE SOIL ENGINEER. O Roof (An where)= -60.1 Psf, +23.7 Psf Zone "4" is Anywhere Else IF NO PEEP SOIL DOTING INVESTIGATION I5 PERFORMED(D.E.25 FT,DEEP SOIL{30KWG5)THEN THE UNPEK51GNED ENGINEER y < N Walls : Zone "5" is within 3•p ft. of corners, Zo Yw A55UME5THE1=0LLOWIN'G. Z� Effective Wind Area sq. ft.) Pressure N 4 ~0.0 2 .9 -28.1 THE UNPER51ONEP(I.E.ENOINEER)HAS NO KNOWLEDGE Of ANY 5UR5UKFACE SOIL CONDITION REPORT: THUS,ALL FOOTINGS � 24.7 -26.1 4 20.0 ARE DESIGNED A5 SHALLOW FOOTIN05 REARING ON 5011L THAT POSSESSES A MAXIMUM DEAKWG FRE55UKE OF 2000 FSF. 0 LL 4• 50.0 23.2 -25.4 IF CONTRACTOR FOUND ANY PIFFERWG CONDITIONS EITHER THROUGH SOIL REPORT OR 501L REMOVAL.THEN ENGINEER OR 4 100.0 22.0 -24.2 UNPER51ONED SHALL DE NOT 1171ED ANP P055IDLE FOOTING PE51GN REVISION5(LF-MAT FOUNDATION OK FILE FOUNDATION)MAY 0 U W 5 10.0 25.9 -34.7 HAVE TO DE IMPLEMENTED PKIOK TO COMMENCING WITH FOOTINGS WORK. 5 20.0 24.7 -32.4 0 a� 5 50.0 23.2 -29.3 cn o g 100.0 ,22.0 -26.9 ..,Ak h. •.-... *** indicate actin toward and away from the building O Uj plus and minus signs Ind g z surfaces Roar TRUSS ROOF TRUSS Q�- SCHEDULE "Cu ** • 0� W RECOMMENDED STUD SIZES AND SPACING LU WALL PLATT: HEIGHT STUD SIZE SPACINGIL 8'-0' THRU 9'-10"* 294 16" 10'--0" THRU 14'-0" 24 IBM CONSTRUCTION NOTES: 14'-1" THRU 18'_B" 2x8 lt3" C GENERAL STRUCTURAL RNOTES: t9'-0" THRU 2T70" 2x8 12" 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL Zxto 12' " PER GATOR BOLT 1 REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OFTE HEIGHT ENTS CS2Oy StMPsaN� PER SHEET#54 CONSTRUCTION AN.- OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE * * UNINTERRUPTED SPAN LENGTH OF THESTUD- WITH TUD �� ALL APPLICABLE CODES AND REGULATIONS. C N 0 S BRACE CAPABLEOF TRANSFERINO T/ITH IF HORIZ. 0 TIN U LATERAL LOADS TO SHEAR WALLS DO:S EXIST, r{� 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR THEN THE SCHEDULE SHOWN ABOVE L DES NOT v J • TO COMMENCING WORK. APPLY. 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, I ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D" BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO S FOR ALL LOAD BEAM WALLS 4 THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWIN S) yy REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT Of THE ENGINEER. OPENING WIDTH IN FEET ,• ..'* i 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO 3'--0" 3'-•1"THRU 6-D" W-1" THRU 10'-O" < :-r SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL (3)..2x6,3 (3)-2x10' (3)-2xt2's UPPORT GIRDER EXTERIOR WALL OPENINGS^E EXCEPT WHERE A OWFERENT DETAIL IS SHOWN 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE FOUNDATIONS WERE DESIGNED JAMB * USE'TWO(2)STUDS OF INE SU SITE AS DF THE WAIL BM CONSIDERf•.D STRAPPING 0 TOP 8e BOTTOM EXCEPT AT EXTERIOR WALL OPENINGS K GARAGE DOOR do OTHER LOCATIONS SHOWN I FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING *„ TWO 2 PLATES WITH A 1/2" PLYWOOD FIL R MAY BE USED INSTEAD Df STRAPPING ® TOP BOTTOM ON SHAT 5.�, OF THE DRAWINGS PRIOR T COMMENCING WORK. I �5 E DESIGNER 0 CONDITION'S TO TH O p THE THREE (3) PLATES MENTI NED ABOVE, w,T,Sa W,T,Sa c 7) IT IS THE CONTRACTOR'S SOLE RESPONSIDIUTY TO DETERMINE ERECTION PROCEDURE AND * STUDS SHALL BE CONTINUOUS FROM TOP RLATES TO SOLE PLATES, SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING Dz ERECTION. CONSTRUCTION NOTES: ROOF TRUSS NOT ROOT" TRUSS i CONCRETE; SHOWN FOR CLARITY TOP PLATES 1) ALL GGRADE IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. Of 3000 PSI .rte. O COMPRESSIVE STRENGTH AT 26 DAYS- SLABS ON GE MAY BE CONSTRUCTED W/2500 PSI CONCRETE, r 2) FOOTINGS SHALL BEAR BELOW 01$TURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 959 OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (i ft.) BELOW TH>: BOTTOM OF THE FOOTING. (�� •� ®32" Q.C.P P 3) GEARING MATERAIL; THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, wriicii 1•aLL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING / LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIDIT DENSITIES EQUAL TO 853E OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) --1/ZO GATOR BOLT 4)ACTREINFORCING AC 318EAN R S18E ASTM A-615 GRADE 60 STEEL CONFMING TO MANUAL OF STANDARD PRACTICE LAT SOTREDITIIONS„ACI 301, �r PER SHEET IS-?. 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE L57�3b."S►la tC11� LAP SPtJCED A MIN. OF 36 BAR DIAMETERS OR 24', WHICHEVER IS GREATER UNLESS SPACE ® 32" Q.C. .10 OTHERWISE NOTED, (MAX•) 5) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL. BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS (TO MAIN REINFORCEMENT).....................3 inchea SLAB ON GRADE.......................................°...............CENTERED 7) HORIZONTAL DEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-O" LIP SHALL BE PROVIDED, SHOE PLATE r 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTER$, ETC, NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR S•fAINLESS STEEL SUPPORT BEAM OR 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL Of STANDARD PRACTICE FOR GIRDER PER SHEET �►5-� EXTERIOR WALL wOPENINGS Q�) � OETNUNG REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. STRAPPING 0 TOP 3c BOTTOM 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS DETAIL D claT.s.i ow FOR CONCRETV ACI 3t8 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE STUD TO STUD STRAPPI� G FOR BUILDINGS' AG 301, ` (N.T.S.) M SONR 1/ -0 GATOR BOLTS SPACED I EXPANSION JOINT 1/2"0 GATOR BOLTS SPACED PE SIHEET #g.Z• ADDITIONAL �" t) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE GER SHEET $-'�.• ADDITIONAL SND WALL. I (` / �RECESS SLA$ 3/4"x 70" WIDE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER 4 RODS CON . EX . DOLTSWALL MAY 6E NEEDED PER �p \ AT GARa-GF. D, r d!y- 4" CONC. StAF3 W/6xBx10/t0 5N AR WALL TABLE ON SHEET >fS-Z fAOo '�� OF 2000 PSI ( f n� 1500 PSI ). SHEAR WALL TABLE ON SHEET r __ 2) MORTA✓t S��AI.L CONFn�>.1 TO ASTM 0270 AND BF rf TYPE M OR_{:- �.; �.< T.;.7, �xOT1« .� .v_.� + '?� �* _ w-_ 1• T • ?Y s �, :;' -1j:; I I STUD WALL ( ;� 3) HOt'•..''� .. ��, �<rLr',o ,�GnvrUitCrn,rrr: srw�.. pE UAtVAN1LED TRusS-TYPE WITH a 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 1n. O.C.. ,1. 6x5xlo/10 W.W.F. 1 � ' -•. �I- MIL. V19. OVER CLEAN, I `r r WOOD FRAMING LL COMPACTED TREATED FILL 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL ;M 4 RODS VERT. ON 4B"D.C. & AT CORNERS • :��``" .:• �•• . . DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. I: ERT. R S SHALL BE HOOKED 8 INTO I FOOTING ® BOTTOM AND 12 INTO STAG - '%4.'' (2)- 5 CONT. HOOKED I [URN DOWN Sl�48 DETAIL 2) ALL SfRUCTUIikL WOOD AiEM&ERS SHALL LAVE THE FOLLOWING MIN. DESIGN VALUES: �T;•• .r 0 TOP. HORIZ• REINFORCEMENT, USE TTDyAT CORNERS 1IJ <1 _ 9 �a HORIL JOINT REINFORCEMENT I MIN. 1B a GARAGE SATIN LUMC3FJZ LAM. VENEER LUMBER " Fb u 1120 PSI Fb m 2,600 PSI I' ii.ON 16 O.C. (MAX•) ,•e•,•� rf•t r♦ �M_20fl DATE: �JEPT. 09,200Fv 90 PSIFV y 2$5 PSIrh �, I'd - 565•PSI E 1,900,000 PSI ** 48 (MAX.) OR ( g-Y y �, . . L Ec 1,455 PSI CONSULT ENGINEER i .• < E 11600,000 Psi • TURN DOWN SILAS DETAIL. I " 20(W)x 10"(H) CONCRETE FOOTING 3) ROOF & WALL SHEATHING SHALL BE 7/16 ORIENTAL. STRAND BOARDS (05B) OR BETTER, REINFORCED W/(2)-y5 RODS CONT: EXCEPT GARAGE w SPAN RATER AS SHOWN ON THE DRAWINGS. I ^ „ �, ,� - -1•-, ^ - ^ ^ 4 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAILr ~ ^ r SX600/10 W.W.F. I ) ,�...,. ... LTJ OR SOIL SHALL BE PRESSURE-TREATED. 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH '¢ 1 T W APPUCATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM ++• p+ ►#S-Z • �'' '` t''+ ,• •r: (2)-p5 ROBS CONT. J _ I 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.LS.C. SPECIFICATIONS, sem: FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A 153-80, 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, IINTERIOR STEP DOWN DETAIL $) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 INSTEAD Of SYP #2• GA AR BOLT SOLE PLATE:,SHALL Be ANCHORED TO SLAB W/ 2x4 5 DS 1/2*0 GATOR DOLTS SPACED SCHEDULE "B" �- MISCELLANEOUS FASTENING SCHEDULE �ta" .+� PER SHEET�5-2. NEIEDADDITIQNAL EXP. BOLTS Y BE NEEDED PER CONNECTION FASTENER NUMBER OR SPACING sx8x10/10 W.W,F. SHEAR WALL. TABLE ON SHEET $-Z SHEET I TOP OR SOLE PLATE TO STUD, END NAIL 1Gd COMMON 2 STUD 10 SOLE PLATE, TOE NAIL Bd COMMON• 4 'v ,� �„;tea• ''j ' DOUBLE STUDS, FACE NAIL IOd COMMON 24" O.C. (t)HT12Z FACE NAIL lOd COMMON 16" Q.C. "s: sob) ' DOUBLE TOP PLATES, Ho:tlo�iti W a.l '. ••'.:.^''�• y "r - , TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON .•+ ".l�.. CONTINUOUS HEADER, TWO PIECES 16d COMMON 18" O.C. ALONG EA, EDGE - (2)-y5 RODS CONT. n LJG ENGINEERING INC PLVQQD & PARJ12C E80ARQ SHE�A TNG;_ 20" ROOF •- 7/18" OR GREATER 8d COMMON BM O.C. EDGES & w'aF�•�< �Y s •ir' INT PJOR THICKEN SLAB DETAIL 9610 BROKEN O ;' . µ JACKSONVILLE, FL. 322.57 V O.C. INTERMEDIATE . :'...'..... �� .. , ENGINEER OF RECORD : LOUIS J. GABRIEL, P.E. #39476 WALL - 7/16' OR GREATER ad COMMON B" a.c. EDGES &fir Detail "B" Jamb strapping 12" O.C. INTERMEDIATE Pp MISC. DUNDATION DETAILS c3 FLOOR- 3/4" T&G PLYWOOD Bd COMMON 0' O.C. EDGES & 0 tap & Bott. Y _ PHONE#: 904-260-1934 __ ;XOR SEG 6HEAF_ WAI.b'TAt3LES 12 O,C. INTERMEDIATE %T.Sa w o i z x�z i Cz, zt z N N � 0 cci z s N { cv Lu �} 1 m ISO n Q puJ Oj >1t ifLL ( N N SCHEDULE. A � � � N N ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE OF 13EARING MALLS (PRE�ENGINEERED FRAMING .� �, w J TR 53 No. OR UPLIFT TRUSS TO TCP TCP PLATES TO FOOTINGS r �. �.r � c r �� ' � W E, DEstGNATIaN (Lbs) n �cq PLATE OR TO STUD 1� `� � �s � � ��N m m I, 'a iiV � �YJ�a ,� N 30 Z Q LR„ ALL-119033 ENDS H 5, slMpsoN, CLIP GATOR BOLT ii AS _� < -�o �U)rivel&W o-:H 55 P wN oN sH> r ,� d Sl ee�C S-1- Foy FI o `� c- ovri "� N l� A�Q o N o • 3t S . •�,,o he W aJ�@,S �p� ,� GZ,C3, Fz/Hs ft) H 6,016 IMPS04 C L0S w Lti cpn 4 z q56463 / i SHovm Ohl SHEET �. �j `� t7 v v= uj (ng UJLL. O Ap- N W �3rCy� G� �b4-Zoog ��1 MT�3�a "SIMPsaN; (aNILj 1/x"� tiA= BOLT LOCAM WlhuM k• ` !\r CENT�FlUhIS of TRUSS BEARINQ { �-- 1 I � Z0o!-Gyg$ H CYT,?, :1 t�Iwpso141 + N/A N Site. p of sker 5,2 * as SEE TRUSS ENGINEERING I,3YN���T lNt"Faq',*TR1„ISS C?ZSIGNAT 0O, �- Fur ty�. Ccn tnrl^r Cxl LXI�t fz�zXlz. s3o�C Ln.zC.,R.G,b1Lr•� Rill &ST OR BEAM PREENGINEERED ROOF TRUSSES GATOR NUT 5P11,"StraP30Ni STRAW •{ / -. 3'x Yx 1/8" GATOR WASHER fa t POST STRAPPING 0 TOp HURRICANE STRAPPING PER TOP PLATE W.T,Sa SOH. 'A" ON SHEET j�'�. OF WALLS C C q io ON 6"r OR 4"x 4" POST U jjQft 1/2"0 GATOR BOLT Na PER SHEET �, + :i•. DRILL f3" INTO CONCRETE PQ5T STRARPINQ 0 BOTTOM { .-..6" tN T.SJ GATOR COUPLER .J` I CORNER DETAIL POST STRAPPING A Secrvxe� Plow- skean W4b I-Pzo " a�T,sa 1/160 044 aftl't- TOP & BOTTOM //u j $� IIf1 TIrTI�1 w,T.sa '� A��;ii Oct c �+ it stc�el.Rtid3 1/2"m GATOR BOLT GATOR BOLT SYSTEM "" ) ,� • w.. .� PER SHEET � _,... .-.,. ..... .•.._ .r. .w. .._ ..., .-... .,, W�0}rnu.�� F(oW1 GATOR COUPLER INSTALLATION INSTRUCTIONS C' I Cmc•) OTraL �� d� l� 1) DETERMINE THE STARTING POINT AND MARK EITHER THE TABLE FOR SHEAR WALLS FRAMING I 5et dP -- p s P 3 FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR �5'~E T'Yp• FoWN�1�Tlaly IF "J—BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY (SECOND FLOOR) -2 ,F'o�- tye, eo�,E e,,,., f 91c'1"0'lL Of 'm{S Sp41rtl�,"�,,,, ON THE HARDENED CONCRETE IF FPDXY ANCHOR ""I-T5 •.i ca r,. F K !.,` �., ;:C rF USED. 7s�r,l. ii:r' M�i'i �r .,�itc fxcF7 -;, HCi:.j (-k �T•�; ^,•rte -i rOR't cRc�T ;,{...d.N f ` `� ; THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING 1Fi- FOLLOWING CRITERIA UNLESS OTHERWISE ' t 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON,THIS. NOTED IN THE TABLE:SHEET. � ,)(`.�- C ,� __ __ _ _ Al WOOD SHEATING TO STUDS NAILING SHALL:BE 8d COMMON NAILS. tZ• � 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2" & 5/8` 114ICK BOARD PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S RESPECTIVELY OR 1--1/4" TYPE S OR W, i SCREWS FOR EITHER BOARD THICKNESS. I I CONCRETE FooriN'`z / RECOMMENDATIONS, I I BOLT RUN DETAIL (TYP) <N,T.sa REQ'D. SINGLE OR SHEATHING TO STUDS DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING TABLE FOR SHEAR WALLS FRAMING o,� SLOCKNo REVD. O BLOCKED SINGLE 6' / 12" (GROUND FLOOR) BETWEEN OUTRIGGERS ADDITIONAL NOTES: E 2X4 BLOCKNO 0 SHEATHING JOINT 2xa OUTRIGGER THE SHEAR WALLS TABLE WAS ESTABUSHEd ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE 4"FROM QABLE END 04 0.G, HURRICANE CLIP H-2 5 CONT. 2x4 SCAB FROM TOP TO NOTED IN THE TABLE 7/16' STRUCTURAL ROOF SHEATHNO U- QR EQUAL 4B" OG. BOTTOM CHORD TO SERVE AS NAILER 1) FOR LOCATIONS CLOUDED AS . INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE 2xa BARGe RAFTER CONT. FOR X-ORACNG 9 W o•G. B " A WOOD $HEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. PROVIDE CLP FOR 400 ma . 7/18 OSB 51NGLE 4 12 " BOTTOM CHORD OF COMMON OF LATERAL S'{E,gR / B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/Y & S/B' THICK BOARD BOLTED PER DETAIL "B ON SHEET I SHINGLE STRIP TRUSSES 0 24"D.0 (BLOCKED) RESPECTIVELY. I FASCIA BOTTOM CHORD Of GABLE C) SOLE PLATE—CONCRETE SLAB ANCHORS SHALL BE 1/2"0x 10" LONG "J-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL 12d NAILS 0 Ir 0.R " END TRUSS M OR 1/2 a x 7 ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. BE BOLTED PER DETAIL E ON SHEET 5� TOP CHORD O-1/Y END (a) 12d NAILS " G 7/1 b 4S B SIN GEE 3�/1ZM 3) ROOF TRUSSES SHALL BE STRAPPED TO TO' PLATES OF BEARING WALLS AS SHOWN ON I I DouBLe Top PLATE ���►�Ck ,'�) REQ D. SINGLE OR SHEATHIING TO STUDS FLOOR TO FLOOR SCHEDULE A ON SHEET $ 2• STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES 2x4 SCAB CONY TOP TO 2'-•0" • ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. BOTTOM CHORD v a it. I MAx DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHORSPACING FROM GABLE I I OPENING ADDITIONAL NOTES: 4) THE ALLOWABLE,SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS 0 7 16" O58 SINGLE 6" AVE BEEN• REDUCED BY 189: TO ACCOMODATE THE: USE OF 2 SPF GRADE OF LUMBER FOR T I CONT. 2x4 SCAB FROM TOP TO 1 FOR LOCA " " / / 12 60" O.C.0'� I WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPI GS THAT LOCATIONS O S CLOUDED AS BLOCKED � 6 USE SIM ONE BOTTOM CHORD®X-BRACING 2xa 9 END R �aa"o.a aeTY�EN • (ONE) MOS1El, NO• STA�3C r PsON , FLOOR ( ) CONNECT STUDS TO TOP PLATES, SHOE PLATE:, SHEAR WALL HOLDDOWNS AND TO STUDS OF 2x4 SCAB W VERT I I (PROVIDE ADDITIONAL 208/ GABLE END TRUSS AND FIRST TO FLOOR TENSION TIE WE$ Is NOT PRESENT I i vERnGAL IF fIOVER as COMMON TRUSS (D- " .. FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 1$r FOR THE SAME REASON MENTIONED TO FORM AN SHM 2) FOR LOCATIONS CLOUDED AS USE (TWO)MoZet NO, LSTA834r 5i14psolJ r FUDR @ 7 16'. OS13 SINGLE y�f 12' �Ci.L`, ABOVE. t e0 CONT. 2xaxB'f2 SYP.LATERA(. TO FLOOR TENSION llf (BLOCKED) �0 FOR LOCAilONS CLOUDED A5 LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED As>?12d NAILS (7YP BRACE 0 2y O AT x-BRACING GABLE END TRUSS (3) 12d NAILS ISOMETRIC MEW 5) �. INDICATE L ATIO SHOWING LATERAL BRACE To 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION © 7/16" OSB ' ** AT TOP & BOTTOM AS ,SHOWN ON DETAIL, 'A` ON SHEET # 5 ` GABLe END TRUSS OF GROUND FLOOR WALLS. MAY BE SOLTED PER DETAIL "F" ON SHEET (BLOCKED) 51n1GLE (, (2)-2xa TOP PLATE -PLATFORM FRAMING- � f� R K 9ETAIC C" o f SHEeT4 � '�-�'• 4) LOCRTIDtJS GLnU�69 ITS 3 sHnu. gE srizA 1:9 � � c -•t NG, coNr Zxaxfl' sz sYP 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M 0 JOEL. N0. C S 20 O "Sim S,0 N" UN5RACEO LENGTH OF X-BRACING MAY LATS-BRACE 0$�{"0•C. 2xa STUDS 0 IB"0.'C., UST SJ P *'+� NAIL PANEL EDGES ONTO DOUBLE STUDS. SPACED ON 32" O.C. ® BOTTOM prt9 fi45o r+pPLl E a ® TOP PER DETAIL "D" ON (. ** �• ADD EXP. BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. �7 ` o� V(NSstlC�f�. �(� �G NOT EXCEED 10 ft. IF LENGTH DOES 2xa BLOCKING q 411' O.C. e EXCEED;� 1L, ADDITIONAL SCAB IS REq'0. DETWEEN GABLe 4 FIRST TRUSS { sHaT WHERE SECOND FLOOR WALLS ARE SUPPORTED 8Y FLOOR GIRDERS AND ARE NSI A 11NU�ON . . des ,� FA64 • CLIP ®aft' o.C..CLIP Musr OF FIRST FLOOR WALLS, EXTERIOR WALL OPENINGS MAY 6E STRAPPED PER DETAIL "K" ON' j S� I /►.+L"I t�Q of W PROVlOff A MIN. 400 lbs OF SHEAR. � +I�"1J'� � a PLATFORM FRAMING w 1 GABLE END • W.T.SJ r , 70 37" O --- I' G �1 Q (I _. _.._ — — — — — ---- — ..._.. ...... — — — — _.._ _._. — — _.._ ._. — — — — .. ._... — — ._ _ .. — — ___ — — __ ... _._ — — ___ _. _. —._ —__ __ . .... __ � ni ` ZZZZZZZZZP ! -Z 20 9' NI o I I I v o Q LU v LL 17 GARAGE (S" - 12" LOWER) I I °' . P v v p V 485 5q, ft I I . . � v • v i> o I r V1 • I I LANAI (4° - LowE � ,� .�. .� ..� ..�. �....�.�.. �...�.� ...�. . �.. .�.... . . � �) i 5 ft � 4 gas ti--q 4� THICK FISERMESH REINFORCED SLAB ON f i a � . ° p ' I TO BE POURED ON, COMPACTED PER SPECS, D ( 24_ I p I -PROOFED W/ 6 MIL THIC VAPOR BARRIER, CHE CALLY TREATED FOR TERMITE CONTROL,, STRUCTURAL FI L. I �i I � I .� • I I � � �' �N I I I v I I I I I PORCH v •° I f 4" I ! LOWER) I I ■p 114 5 f r _ — �. ...... _ � �» _.._ _ _ — _ _._.. ___. — _ ..__ - - _ — _ _ _ a I I 1.w Lu SLAD AREA o cv � � � z o � � Lu v� N ---- SII O Z LJG ENGINEERING, INC. m 9610 BROKEN OAK BLVD. z Q JACKSONVILLE FLORIDA 32257 W ENGINEER OF RECORD : LOUIS GABRIEL, P.E. #39476 Q PH. #: (904)-260-1934 DATE: I