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HomeMy WebLinkAbout148 Woodridge Trl 95-2714, 95-2998, 95-3134, 96-41 New SFHIy� Wood ZONE ATE ;) A3 - `s CONTRACTOR c � n 5+r, ADDRESS PHONE # ? `" 3 1 �3 LOCATION woo ek- I OWNER ADDRESS SUBDIVISION: PERMIT # � �/ LOT NO. JOB } �iY'1 C// /` BLOCK: - I� tl� SECTION: COST $ SQUARE FEET: :�)Q FEE $ STATE NO. PHONE # UMBiNG CONTRACTOR `lz- *J'"`'G'° ° FEE $ ADDRESS PHONE # ELECTRICAL CONTRACTOR �� + to i �' FEE $ �— ADDRESS PHONE # q6 MECHANICAL CONTRACTOR ( '� FEE $ " ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (��) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL MODEL: OCCUPANCY CLASS: INSPECTIONS 1 TYPE DATE OK REJECT BY I FEE $ ENERGY SECT CERTIFICATE OF OCCUPANCY DATE: ISSUED # / DATE: FINAL DATE �/� EPI: Ref'rig. 6pwe 3R�-3u 3/0 11 . I' wo It YerfWidth On site Master Bath 3/8" -1'-0" ►rr ° r t.: u ATI*O 14� p� X 25'-0�� 211` „ ! SINK 6TU5 OUT o I°� GRI1'ICdL PUE TO DRAWER _fa40 ., - RR'�UtALL 5ANK E ll3F3' 6Q1o8"6C#Q E i KNEE, WALL ,- Mt 1F- t , Il ', �iilts,l 'l ; ,. o a wMOVING 6P APANEL JE s to �, o x 4 DRAW �(Al ui MASTER 3 B-----t"f OM F4ATI`t $ r"- . 6HOlU,ER HEAD CEILING O YAULTED CLG, AND TUBE FILL15R �i �i 15 -D x 14'-0 WI 246.8 + FLATT' ' 0OFFIT DOWN' FROM dtILING ! C ILl NCr� z DOU i:E NAND 6OUND MULATE 34 ti2" HICsf t Q — r PANTRY I1.'-0" _,� 4'�4" "' o is QPlsiN TQ ! t -- $Inlc - FAM,J�Y Ro"o"m Q :Y ALk, k,NEE tU.Ak k. ►,- r I � ! — Q VITH PAWTEp lI QQR Too`,, TDP AT �� �6 A60YE FLQ4R {te 7 7`� ._._,.;_..... VA r' OPEN DESK AREA - X FLAT 8' Cl.G, .ec1 11'•&I x IO'.61, �r CEILING a RANGE HDDD E` efi ,;> j I' RUN 2' WIPE DRAW BANK w I ICEMAK I we ,F D46HED HEXAGON INDIGAI"E5 ALL 6tR4oTQRA<a HEAC?E.fi 1/2" x 8" ANCINO'R BOLTS W b oL.i �3EAI�ING LL VERTICALLY` FOR WOOD WALL ARE, $N�1�AD A C J TO BE �i 2X12'�1r`P t�/ (/�''► L INTER6ECTIp NS (MIN. QF 3) N OOb FL 'H PLATE TH18 STRUCTURE WA5 BEEN DE51GNED N IN 1 I.NG C) al61 �N, INC. T'O MEET OR EXCEED THE 100 MPH F�to. BOX 52106.95 UuIND LOAD REQUIREMENT6 OF 5EC,1205 LONGWoOD, FLORIDA 32`152 OF THE sTAN©ARD 5l�ILDING coDE (,do )l99 ACnn 9AX (AO-1) QQ I488 1191 EQ, W/ 92 REv15ION5, 0 It I 0 a r_____--_--________________________� { DROP PORCW SLAB PATIO 8" THICKENED I 4" DOWN FROM EDGE WITH I FINISW FLOOR 10' X 25' (1) 05 REBAR i LIGHT BROOM FINISH ua LAY STUB OUT IS 1 ►e A i CRITICAL DUE I TO DRAWER BANK I i 211,0" I d 13r-4�r I I � { I 2`-05It. 21-10It HOSE l I B16B 1 .. .- _i_ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ — _ _ _ J T 5 r -I....___... __ ...._....__ --_.e�35 _____- r. I_ECE55 _ ...._...___.____ __ __ __.I I 5LA6 1-1/2" I I SLAB wd' LAV FOR I 1 FOR = GTR LINE �" GLASS I ► GLASS SLIDER I l SLIDER I - OF WALL r- I I : 1 U2" X 8" ANCHOR I I { r I �7R LINE W/c._ - BOLTS 4'-0" O.C. MAX. -- - - (TYPICAL) �OF WALL I� .� , 1a -2 15 -4 L , 1s -4 5 -a ► _ I ► I I W/c �_ I 3, 1/2 2'-5144 LAV == I I TUB I I UNIT r 1=� CTR LINE OF WALL I I I '�- ► 4'j CONCRETE 6LA 5 �500 P61) WITH I D/W DBL 61NK i I r I FIBERMtN MIL VI>aG2UEEN { W/ D16P06AL I - I - ! W/c I - i OVER TEr MITE TREATED, t WALL WITH STEM I [ E WALL WITH CHAIR BLOCK I ( I CLEAN COMPACTED WIL I Iirti d EXPANSION JOINT { { (TYPICAL ALL 6LA55) I I t I LAV 1 I A 8" X 16" CONT. CONCRETE FOOTING W/ (2) # 5 REBAR I l ILAV (TYPICAL) ri' WIDE (AT BOTTOM) BELL I I FOOTING WITW TWO 05 REBAR I I 8" MINIMUM DEPTH FROM TOP OF SLAB I� { I HOSE BIBB 11 I I POURED CELLS WITH i- I I I I I (1) 05 REBAR AS SHOWN AT WOOD WALL LOCATIONS, TIE STEEL I I I w I 12" X V' MOfjpLITHIC FOOTING DRYER N I I IN WITH CHAIR BLOCK { ! WITW U) #5 RE15AR CONTINUOUS i :cv I I REBAR, 25" LAP I I y _ - - r - a ALL LOCATIONS I .. WA6WER SHOWN I I I I LL I I. I/2" X 8" ANCHOR DOLTS } w U 4 -¢ O;C. MAX 1 �; ! 8 x 20 FOOTING WITH t I (TYPICAL) LAUNDRY I C11 T ! AT ALL BRICK LOCATIONS I I x>{ L _--———————— _ —--- —— ��----- •"j I _�► = 1 I I _ f �.r �, ___ __ iQ 1 �►- I I - I _~µVAC:- _ I DRYER DUCT I UNDER$LAB MAY I- _____________ I OPENING I I A/C CHASE STEP DOWN INTO GARAGE WATER __ I ILi { _ I I Q i I (4" MIN, I"MAX) WEATCI~ II I ' FOR 2/8 I I 0`1 DOOR UNIT I I 12''}1��t'r { I +-————.——— — — — — — — --- — I I 8" THICKEN EDGE WITH 1/2"' X 8" ANCHOR BOLTS t � I { I 4'-O" O.C. MAX (TYPICAL) g'-0 13'-4u ri o I 1 CIS NOTE- { I Q i f FILLED CELL TO BE 8'-O" ON CENTER I I MAX, t AT BOTH SIDES OF A &'-0" I - I SET FLOOR HEIGHT I i OPENING OR GREATER 1 ACCORDING TO I I t - t BLOCK WORK, FOR OVERHEAD DOOR HOSE BIBB ► I L u { Y.. i Fr 1 I at WIDEN 4" — I i — — WIDEN 4" FOR FOR BRICK S-Crr } '-Qu 31-0 BRICK 221-0" 21`-O" TH16 6TRUC TUBE HA5 SEEN DE61CNED TO MEET OR EXCEED THE 100 MPN WIND LOAD RF:QUI'I'RFM�N% OF SEC , 1205 OF THE 6TA.NDARD 5UILDING CODE, 1991 ED, W/ 92 REV16IONS, :49r-0rr ENGINEERING DESIGN, INC, P,O, BQX 520695 LONGWOOD, FLORIDA 32152 (401) 699,4500 FAX (401) 699-1488 SCALE-- 1/411 4_®11 I 0 n a a .i 11 11 i (• v ' f:r i t ELECTkICAL LEGEND - 2 POLE 5WITCH $� 3-WAY 6W.ITCH P / t4 44UAY "ITCH CEILING FIXTURE � YB' BRACKET ( WALL MOUNTEID 1 FIXTURE I C 110 VOLT DUPLEX OUTLET I PR GROUNO.FAULT (NTERRUP'T I � V bWRR WATER PR.04F.W/.GROgNID FAULT - I I 4 I 22oVOLT OUTLET ----- - - - - -- +} 110 VOLT SPLIT SWITCHED OUTLET -- 6PECIAL`6. '9VICE6 OUTLET L_ V T.V. CA5LEt oUT ET i <TEL: TELEPHONE CABLE OUTLET I INTERCOM 5Y6TEM ((OPT) FAN PREWIRE TRACK LIGHTING FLOOD LIGHT FLUORSGENT LIGHTING - LOW VOLTAGE LIGHTING ri'- A A FILING' FAN AAWL BATH FAN BATH FAN W/ LIGHT DOOR: SELL CHIME'S V 000R2 DOOR BELL _ Ql6P 0 p16P0$AL LO DI9GONNl=GT SUlIlGH $P PREWIRE 6PEAKER JUNCTION. BOX t-;-J THERM06TAT NOTE6: UNLEWOT ERWI6- E .NOTED 1. ELECTRICAL, OUTLET HEIGWT6 A$ MEASURED FROM FINISHED FLOOR TO CENTERS? -LINE OF THE BOX TO BE 1Z" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 3130-- AFF LA1NpRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURF'06E 42" AFF RANGE 2" AFF 21 ALL TRIM PLATES 4 DEVICES TO BE GANGIED, WHERE P0561BLE, 3,1^(.EGTRICAL 6WITGHES TP PE AT 42" CENTfERLINE ABOVE FINISHED FLOOR, 4, EIzEGTRIGA :`PLAN 16 II�tIEJ�iDEP FOR BIQ lPURPQ6E6 ONLY, ALL WORK SHALL BE DONE IN 6TIRICT ACG¢*D,ANGE 4,4<lm4 T,NE NATIONAL ELECTRIC COPE, LATEST lrRITle)k Ay A_LICENSEI .-LEOT0ICALCONTiRACTOR WHO $H.ALL BE RE6PON615LE FOR THE INSTAkLATION 4 61 ING' OF ALL ELECTRICAL, WIRING 4 ACCEWRIE6, - - _ e._. ... . -r 5_: _: _.�..:.:_.. '_.+ _.: .-•:.. _ :____�.. :'_._._ ._.':_ice _._—..a .. ___. __.__.._—-.._.. _..._._-. .___ __..: _.. .. _.. s... .. ____ _... .._ I L LIVING 2243 ENTRY 25 GARAGE 48,S 215(o, TOTAL a d� _ F F d _ W V. LL u- 0 0. Lu Drawn, ADS 0at8 AUG I4,1995 Scale: A$-6HOWN Drawln!� rtttle l L ECTRICAL PL N 5hoet OF ' 0CLUM, TRIOSS, OITS; 01-1 FLA.1'!I 6CALE=.Y&r 4-&' MODIFY GABLE END A5 PER ED14 SWEET AND ATTACHED SHEET -r---- N t �,. e. , _ ,ice► .�►. _ min Q 0 �I. r •fir': •-f--�= al THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 100 MPH WIND LOAD REQUIREMENT'S OF SEC, 1205 OF THE STANDARD BQILDING CODE, Iy91 ED, W/ 92 REVISIONS, SEE WALL SECTION ENGINEERING DiN, INC. P.0, BOX 52p695 LONGWOQQ, FLORIDA 32152 (401) 6513-4500 F�X (401) , ALIGN '2X4 6Y PINE STUDS UNDER EACH TRUSS THAT BEARS ON THIS WALL, (2`-0" O,C SPACING FOR STUDS) USE SIMPSON H1 M,APB AT THE TOP PLATE WITH (4) ad NAILS IN THE TRU66 WITH (2) ad NAILS TO THE TOP PLATE$ WITH(5)ad NAILS TO THE STUDS (ALLOIUABLEUPLIFT:930 L861 INT &EARINC ° TUQ'i ALL 2X4 02 6YP AT 24,ON CENTER ANCNQRED :MtTH i/2",X'$" 5OLT6 A30"f INSTALL (2) a MCO RT12 W/ '► lA$WER . 4 -O" O,C ON EACH SIDE OF STUD _ DI6TANCE ,FkOM .CORNER ON THE DIAGONAL TO- PIRSTIN.TER10R A/5 WITH (4) ad NAILS IN THE STUD TW (4) 8d NAILS IN THE PLATE (ALLOWABLE UPLIFT' 1222 1_85.) 4° (NOM) SLAB. 4 a.fr[Tf� 4 Ilia p ' C A Ga. ffi fr 2.05 RE5AR 12" W X 12" D FTG ON CHAlR6.LA. P ALA: SPLICES 25" MIN. JNTL�ROOR 5""ARING 0 'i SOWN. TYP �ZEE ROOF /"T'RUSS PLAN FOR CONNECTORS r. R-30 INSULATION---- CaMF'G?SI? 6NIN>�xLE.$ INSTALLED WITH BAFFLES AS REQ, P R; ' R, RtECOMMENOAfION& OVER I/2 ,PLY �I�Ytuo00 INSTALLED PERPENPIC:1 A t0 ROOF TRUS5E5 1/2 P,T, N W11TH STAG -RED, END 41NT� NA1l. I ` j 'I -I:. D G 1I-'4' ON NAI�6 6 0< , 4N I/2" DRYI EI�Ga E 0S AND 12' O,C, IN FIELDS 0YER ENG R�QOD TRUSSES CURTAIN r -'5EE QQF TRUS5 LAYOUT I/2" GYP, BD. CEILING - 1 X P,T, TAPED AND SPRAYED FOR'CQNNECTOIa SPEC. 6 X 6 P,T, I� ALUM DRIP EDGE ALUM. FAS�c,'!A ALUM VEr TEES SOFFIT 1/2" GYP, BD, TAPED AND FAINTED COMMON: BRICK R-11 BATT W/ G,4LY .IAA' L TIES INSULATION`WALL SIHEA THING -- _ FA 'fEN. hWf» dEV _$d C/O�MMON 0 V, i�,f'( Q;.G. INS TO N0.'I5 is ELT 2X4 BLOCKING 2l YILLOW PINE STUDS AT MIDSPAN PROVIDE WEEF HIOLES 0 48" O,C, i -----�- INSTALL (2Yr5EMCO R 12"0N EACH $IDE 6F~ OTUD ON TEE DIAGONAL SEE FOUNDATION PLAN ' 1/2" X 8" Al 301 ANCHOR BOLT FOR SLAB NOTE W/ 2 .WA$H R 0 4 >c� FRAM CORNERS FINISH FLOOR. a n a a.G.tSAc{t� EL 000"^Ilflt'•=-I FOOTING; i I R! A WOOD / BRICK WALL LOCATIONS 12" MIN DISTANCE 155LOW GRADE POURED CELLS WITH 25" MIN LAP FORE3AR (!) #5 REBAR AS t SHOWN ON FOUND. PLAN " 20" WITH AN 12 HOOK ,,.��.. TYFICAL WOOD / BRIG T= I,II MARBLE WINDOW SIL I X 2 P.T FURRING A -I FOIL IN5UL ON EX BLOCK WALLS (R-4,2) I X 2 P,T, BASE NAILEF WOOD BASE SEE FOUNDATION PLC FOR SLAB NOTE DOWELS MIN 21 LAP TO VERT. WITH AN 12" HO MAINTAIN FOO MIN, BELOW GRADE C� TYPICAL WALL IVA P,T, PLATE ANCHORED WIT 1/2" X 8" BOLTS A301 W/ 2" WASHER e 4'-0" O,C, DISTANCE FROM CORNER TO FIRST INTERIOR A/B h" 4" (NOM) SLAB 2-#5 REBAR ON CHAIRS LAP ALL SPLICES 25" MIN -ALIGN 2X4 6Y FINE 6TUD6 UNDER EACH TRUSS THAT BEARS ON THIS WALL. (2`-0" O,C, SPACING FOR 5TUD6) USE 6IMP60N µ1 STRAPS AT THE TOP PLATE WITH (4) ad NAILS IN THE TRUSS WITH (2) 8d NAILS TO THE TOP PLATE6 WITH (a) Sd NAILS TO THE STUDS (ALLOWABLE UPLIFT, 930 LBS,) INSTALL (2) SEMCO RT12 ON EACH BIDE OF STUD ON THE DIAGONAL WITH (4) 8d NAILS IN THE STUD WITH (4) 8d NAILS IN THE PLATE (ALLOWABLE UPLIFT: 1222 LBS,) 12"WXa"DFTG a INT, 5RG WALL 2 X 4 PRE ENGINEERED WE) TRUSSES aQ 24" O,G, INSULATION RAFFLE R-30 INSULATION STRAP Q EACH TRUSS SEE TRU66/R00F PLAN FOR CONNECTORS COMPOSITE ROOF SHINGLE NO, 15 ROOFING FELT I/2" 4 PLY CDX SHEATHING SECURE W/ 8D COMMON &"OC ON EDGES 12" OC IN FIELD TOP OF PLATE _ > FOR WALL HEIGHTS METAL DRIP EDGE 2 X 4 SUB -FASCIA CONT, VENTED ALUM SOFFIT CONC. FILLED "U" BLOCK W/ 1-05 BAR CONT, MIN LAP 25" 3000 PSI CONCRETE ORECAST "U" LINTEL FILMED W/ 1-05 CONT, IN '_"'ONC, IF OVER &'-0" OPENING WIDTH LAP ALL SPLICES 2ti" MIN 8) #5 REBAR DOWNROD FOOTING TO LINTEL (FILLED CELL) LOCATION AS SHOWN Oil FLOOR PLAN 'SIN LAP 25" SLUM FRAMED WINDOW W/ SCREEN "RECAST CONC 5ILL '> X a X I6 CONC, BLOCK /a" CEMENTITIOUS FINISH ON BLOCK TRADE TOP OF SLAB M OF FTG, 12" BELOW GRADE FTG ON TH16 STRUCTURE HAS BEEN DESIGNED TO"MEET OR EXCEED THE 100 MPH WIND LOAD REQUIREMENTS OF SEC. 1205 OF THE STANDARD BUILDING CODE, 1991 ED, W/ 92 REVISIONS, ENGINEERING DESIGN, ING, P,O, BOX 5206S5 LONGWOOD, FLORIDA 32152 (401) &99-4500 FAX (401) G 99-1488 2X4 BLOGKI 48" O/C - SIMPSON i`tT 48" O/C — DBL, TOP P ATE W/ J w EA STUD NOTE •8 REQUIREMENTS 13LOCKNG + MID SPAN 1/2' GYPSUM W/ 5D COOLERS a 7" O/C 81MPSON SPI A. 8TUP 2X4 P.T. BOTT. PL. W/ 1/2" X 4' A.B. i 48" O/C 6X6 1 -10 YPICAL INTERIOR SHEAR WALL DESIGN 2000 P.L. BY OTTTT 2X4 BLOGKI 48" O/C - SIMPSON MT811- z O/C DBL, TOP PLA?E W/ 81MP84N 8 A EA STUD SEE D03 NO TE ,8 FOR :trUD REEQUIREMENT8 4 BLOCK /� �r -rfr� BY OT711%" 48" o/c -- SP2 EVERY STUD TOP--\ 3 SIMPSON M781 48' o/c ROOF FRAMING \\ DOUBLE TOP PLATE , `- DBL. TOP PI_ TE W/ \ SIMPSON S N EA STUD SEE D � NOTE 06 - - FOR �1UD REQUIREMENTS I�6IMP5ON L5TA9 AT -:- EVERY CRIPPLE BOTT. BLOCKING • MID SPAN 2 X 4 FIRE I I SIMPSON LSTA24 JI 1- FULLLE NGTH BLOCKING ��� I I 1 1/2" GYPSUM W/ 5D AT MID -SPAN `}. I i 1 I I , WALL STUDS COOLERS o I" O/C I HEADER STUDS— SPZ I i t I i � 2 X 4 FIRE r I • SIMPSON i i i SPI TYP. I I BLOCKING MTT255 I I ; I I AT MID -SPAN 2X4 EkOTT. PLATE t/a° X 8" AB. SIMPSON SPI + STUD I 148" O/C (2) IbP 4 2X4 SLOGGING j 24" O/cC 5P1 EVERY STUD tv BOTT. PL. \� F CLIPS REQ'D WHEN BILL PL. EXCEEDS 48" H. i COND FLOOR INTERIOR SHEAR WALLTYPICAL FRAMING AND CONNECTIONS FOR OPENINGS DESIGN 2000 PL.F. -,3 L6TA9 tv 24" O/C 10 / DBL. 2X HEADER W/ 1/2 " 1 - P.E. TRUSS PLYWD FLITCH (6EE PL ) T1;tw STRAP (SEE - "4" FOR CONNECT p) _ TRU88 LAYOUT) 2X PLATE — ,s 4" THK. GL. B . W 1/2 JOIN DBL. TOP PLA / SIMPSON SP2 A STUD TOP N T D WALL AT PERIMETER OF SEE DT ''�+6 NOTE 08 't GLASS BLOCK FOR REQUIREMENTS BPI 19 EA. STUD at I — 2X PLATE f 2X STUD BLOCKING • MID SPAN 1 i/2" GYP8UM W/ 50 GLASS BLOCK DETAIL COOLERB . 7" o/C 12 CHAIR BLOCK — �.i " / 4 GONG, W/ 6 � 81t�IP60N SPI e EA UD BCifT, -� I -- 2X P.T. BOTT, PL. W/ I0/10 W.W.M. �, I 1/2" x 81' Am * 48" O/c . � �u f BLAB W/ "'r -JA 'A. FOOTERPIPE THRU • - e - - 1 BLOCK \\' If. 8"D. X 12 "W. FTG. W/ �-� �'5'S AS SHOWN \�94 (2) 05's CONT, PiP RU ADD lU *5 25" LAP FiLL CELLS SOLID F ER TYPICAL INTERIOR BEARING WALL PE. rRusS IPE THRU MONO FTC- DETAIL PIPE THRU STEM WALL DETAIL BY OTHE NOTES: ROOF SHEATHING - SEE ZONE o/c ►NG L. TP23 P P nat2 4 / o/c 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 14 �y,� CHART FOR NAILING REa l SD�BLP� SPz- �^>=A. STUD 2, T�ggEg, GIRDERS, AND BEAM TIE DOU�NS 70 BE SIZED PER TRU85 MANUFACTURERS �� INQUIRED: PROVIDE BRACING IN THE FIRST THREE FRAMING SPACES AT EACH END 0��-1sLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOiST ir2''1 "6. UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A REMAINDER TO BE BLOCKED/BRIDGED * 8 FEET O/C =--- ___--- -- SEE Dn NOTE �a NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER, FASTENING FASTEN FLOOR SHEATHING PANELS TO FRAMING AND BLOCKING WITH COMMON OR 8D HOT DIPPED I+; y 3. HEADER STUD REQUIREMENT Y i FOR s 1 D rzEQu semENTs - GALVANIZED NAILS AT THE FOLLOWING SPACING, 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" �-. --� 1: b INCHES ON CENTER AT ALL PANEL -EDGE FRAMING. �'° 3 HEADER STUDS (EACH SIDE) 6' 0" TO 12'-0" �' r�ooF-4, 3 P.E.PETRUSS 24 O.C.00-----�� �- 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" 1, O _-----__-_ O 2. 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING.11 _E L4' FLOOR FRAMING,,;-' 2 HEADER STUDS REQ. (1) FULL LENGTH STUD Q I ( BLOCKING • MID SPAN I _ __ _ i I (SHOWN 0 24 O/C) " 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS I------ i'' 2 X 4 BLOCKING Imo" OBpj q/ 8D 4 HEADER STUDS REQ (2) FULL LENGTH STUDS I U2 I "ram`\ 48" no". (FIRST THREE - *6 4Id oc - <�I OF _ \ BLOCKING N MIA SPAN C OLEO I OI 4, BEARING WALL NAiL PATTERN t -- 2 2 j '1/160 0.835. W/ 8D 1. PLYWOOD: (FIELD) USE 8D NAILS 0 12" O/C O Q _ -- - h V26G1 124 O W/ 5D (EDGE) USE 8D NAILS is 6" O/C 2 - - - --- COOLERS • In O/C 2. GYPSUM: (FIELD) USE 5D NAILS 0 10 O/C - -� (EDGE) USE 5I� NAILS e -1" O/C e, 5. ROOF NAILING PATTERN 2X4 BOTT. PLATE 1 ZONE i - USE 8p COMMON NAILS * 12" O/C ZONE CHART 8IMP5ON 8Pi • E STUD I 2 ZONE 2 - USE SD COMMON NAILS b" O/C (2) 16D r 2x4 BLOCKING ZONE 3 - USE 8D COMMON NAILS 4" O/C ON SPI s A STUD �I 2X4 P.T. BOTT. PL. W/ 1/2" X 4' A.B. Y 46" O/C x6COi� W1 --� __ ----------------- PICAL INTERIOR 5HEAR WALL DESIGN 5100 P.LF, 1C - BY T_�lJ8s�8 2X4 BL.00KIT 48" O/C - SIMPSON MT81 48" O/C DBL. TOP PL4TE W/ SIMPSON S * EA STUD SEE D 5 NOTE 08 FOR, TUD 1QEQUIREt-5NT5 BLOCKMG • MID SPAN l/16" 0.6.93. W/ 80 0 6" 4 t2" O/C I/2' GYPSUM W/ 5D COOLERS + -t" O/C 30N 6PI *,IA STUD 2X4 BOTT. PLATE P.T. UY �g 1/2" BO LT OLT 48" O/C A� X6 ItD f0 UJtUM P PiCAL INTERIOR SHEAR WALL DESIGN 820' PLF 3 2C ,DEADER 6CHEDUL,E "HDfRI" DBL. 2" X 6" W/ 1/2" PLYWD. FLITCH "HDR2" DBL. 2" X 8" W/ 1/2" PLYWD. FLITCH DBL. 2" X 10" W/ 1/2" PLYWD. FLITCH "HD .3" "HDR4" DBL. 2" X 12" W/ 1/2" PLYWD. FLITCH "HORS" DBL, 1 3/4" X 11 1/8" MICRO -LAM "HDR6" DBL. 1 3/4" X 16" MICRO -LAM LENGTH SAFE LOAD - LB5 PER LINEAR FOOT UNFILLED PILLED 4'-0" (48") PRECA5T ---- 1�5 lbe. 4'-fo" (54") F'RIEGA5T 1,S�o0 lbs. 5' -10" (10") PRECA5T 3,144 Ibs. -1'-6" (90") PRECA5T ---- -- — 2,881 lbs 9' -4" (112 ") PRECA5T --- 1,14-1 lbs. 10'-(o" (126") PRECA5T - -- _ 1333 Ibis, 11'-4" (136 ") PRECA5T 1483 Ibs. 12'-0" (144") PRECA5T — _ 1,304 Ibs. 14' -0" ( I&8") f=RECA5T 909 Ibs. _ — IT-4" (200") P_RESTRESSED 911 lbs. 19'-4" (232") PRESTRESSED 823 [be. LINTEL W/ lU d5 PRE -CAST H D R (SEE DTL. 01� OR SIZE) 4" THK. C9, k ELK. W I/2" XINT (1 VERT. TIE ROD ACH SIDE OF GLASS BLOCK OPENING (TIE ROD 0 CORNERS) ,I is PRE -CAST SILL — 8" X 8" GM.IU. GLASS BLOCK DETAIL FRAMING SPACES) 4 2X4 I ---- -- — _ - FLOOR JOIST - CONT. a 96" REMAINDER W/ (2) I6d e EA. TRUSS- 2 X 4 OUT�GOKER 11 24" O.C. W/ le +�� 4" O.C. (MAX. 12" O.H.) 2 X 4 WIND BRACE 0 RIDGE a V-0" O.C. To TNIRp TRUSS W/ I6d NAILS AS SHOWN GABLE END TRU65 MAY HAVE TO BE MODIFIED - SEE ELEV. PSUM (MIN.) TRUSS STRAP e 48" O.C. (SEE TRUES LAYOUT) 2 X 6 P.T. PLATE W/ 1/2" X 8" A.B. DOUBLE LINTEL W/ (l) SEAGN 24" O/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS a I" O/C Z F3L t is 0 45" O/C MAX. IN �� 48" O.C. 1. 5ENCO 2 V4" X .131 4 PASELODE 2 1/4" X _099 PNEUMATIC NAILS MAY BE USED IN LiEU F1 THREE FRAMING SPACES -- OF 8D COMMON NAILS. NAILED a 5" O.C. EDGES 4 im 10" O.C. FIELD " O.C. REMAINDER 2X BLOCKING 8. 8. ALL INTERIOR LOAD BEARING O.C.,HG WALLS TO BE 2X4 •2 5PF 0 24" O., UP TO 14'-0" T. FLOOR BRACING AT ENDWALLS OF N GABLE END FRAMING DETAIL 0 VAULTED CEILING: INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 02 5PF as 16" O.G. UNLESS OTHERWISE NOTED. GABLE ND GABLE END 9, TABLE 1105.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENTS ARE IN 1<o ROOF SHEATHING NAILP LING ,"� - ROOF SHEATHING NAIL 5P HC ART FLOOR INTERIOR 5HEAR WALL ADDITION TO STRAPPING REQUIREMENTS. I SEE ZONE CHART SEE -•- 2X4 OUTLOOKER * 24" O.G. DESIGN 510' P.L.F. - (MAX_ 2" O�EW/ A34 ,��41 O.G. � (MAX 12" ON.) W/ A34 a 24",'fOJC. - 8" DIA. FLUE 2X4 WIND BRACE a RIQ E / A35 e 24" O.C. �YE.oRUSSE® fo 2X4 WIND BRACE tv RIDGE THERs GABLE 4 AT 8 FT. O,C. TO 3rd 58 4 AT 8 FT O/C TO 3rd TRU55 `� w 2x4 BLOGiCMG' GALVANIZED FLASHING WOOD TRUSS GABLE END TRUSS 5P2 EA STUD TOP 48" O/C MAY HAVE TO BE MODIFIED GABLE END TRUSS CHIMNEY CAP ROOF 2X4 BLOCK NG SEE ELEVATIONS MAY HAVE TO BE MOD IF tD ZX OUTLOOKER -�� TRUSS ®4 O/C 6IMPsoN M_rSl2 " O/C I SEE ELEVATIONS FOR 1/2GYPSUM STUD 1/2" A.B. is 48" 4 O/C O.G. 2X4 BLOCKIING SEE ELEVATIONS F' 24" O,G. SIMPSON SPI " FOR 24" MAX O.H, DBL. TOP PL Wi EA. STUD REQUIREMENTS _ 2X4 BLOCKING SIMP80N EA STUD -y N //TAGGERED 1/16" OSB NAIL RCNAILS TRU TRAP a 48" O.C. - - 51MPSON ST P 48" O/C DBL. 2X TOP PL, --'�l- SEE DT MOTE •8 2X4 BLOCKING OR GW85 (SEE TR155 LAYOUT) (SEE TRU55 LAYOUT) 2X4 BRACE AT 15T (3) 1/2" GYPSUM TRUSSES +� RIDGE 4 11 FOR STyD REauIRs=MENTB --- OaL LINTEL W/ i S EA_ DBL, 2X T PLATE BLOCKING N MID SPAN a/16 "0.8�. 8U/ 80 (on 41,1/2" GY 1P8UM W/ 5D C:OOLERB 0 1" O/C 2X4 BOTT. PLATE SPI w E TUC) y o2 I & O/G2X4 BLOCKING FLOOR INTERIOR SHEAR WALL DESIGN 8200 P.LF. P.E. TRU55 BY OTHERS ,I SIMPSON TWIST STRAP / l (SEE TRUSS LAYOUT)/ BLOCKING-: REQ'D tv 48" O.G. x- ENTIRE PORCH CEILING Ix i 1/2" DRYWALL SIMPSON P05T CAP - - BEAM (SEE FLOOR PLAN FOR SIZE t TYPE) (SEE FLOUR PLAN) - POST (SEE FLOOR PLAN FOR SIZE 4 TYPE) CEILING DIAPHRAGM BLOCKING FOR OPEN STRUCTURES GAL V. /— cs�LY�,IVILCIJ r�µ��cz (3)Ibd INTO :SG---- � RIDGE 2X6 NAILER W/ C3>lbd EA. / - (4)ibd COMMONS NAILED 1/2" A.B. 48" O.G. tv EACH ENp +` (2)ibd COMMONS END NAILED GABLE ENp TRU55 TO O 2X4 VERT f MAY HAVE TO BE MODIFIED (SEE ELEV.) + 2X4 BLOCKING EN I6d NID NAILED 16p - 8" O/C - NAIL AS SHOWN W/ i6d NAILS END NAILED FiRE PLACE CHIMNEY DETAIL (INSIDE) 8AP2 a EA. STUD 2X STU P GYPSUM CEILING 011USS - 2X8 PLATE � .C. / GABLE END TRU65 MAY HAVE TO BE MODIFIED (SEE ELEV.) (2) I6d END NAILED y I(odaall O.C, END NAILED \ _ 2X BLOCKING DBL. 2X —2X BLOCKING TOP PL. \� •e•r 2X 5 2 - 16D EA, END 2 - 16D EA. END NOTE, NOTE: BLOCKING to 48" O,G. BLOCKI G 48" O.C. r_5D COOLER NAILS SEE NOTE 04 FOR - DBL. LINTEL 51D COOLER NAILS OR FIRST 3 FRAMING FIRST FRAMING 0R GW554 a -1" O/C SHEATHING NAILING W/ (1) +5 EA. GW554 tv -F O/C SPACES, 96" O.G. SPA S, 96" O�G. PATTERNS REMAINDER RE HINDER. DIRECT TRUSS TO BLOCK WALL CONNECTION DIRECT TRUSS TO WOOD FRAME CONNECTION ENDWALL FOR GYPSUM CEILING DIAPHRAGM ENDWALL FOR GYPSUM CEILING DIAPHRAGM GONG. LINTEL — FrG. W/ (2) j65 19 BLOCK FILLED 20 1 ®5 VERT.. RE T NFT. L - 21 it I I j J ---- I I -»-- 4 CONC. — • "5 REBAR TYP. PRECAST GONG, LINTEL FILLED I I ---- - ' W/ 1 �✓ 25" LAP � I L------------ P.T. END STUD y 1/2" X 8" A.B '------- UP TO Ib' (NON -BEARING) USE S=' +� 46" O/C (VERT.) - - -- --- 1 +5 IN HEADER 16' BEARING BENT BAR W/ r - AND 16' USE 2 SIB IN HEADER 25 LAP E.W. LAP GARAGE DOOR HEADER DETAIL FRAME TO 15LOCK CONNECTION CORNER BAR DETAIL LIMITING HEIGHT OF EXTERIOR* 2 STUDS SIZE, STUD MATERIAL, 4 O/C SPACING MAX. HT. 2' X 4' SPRUCE, FIR 24' O/C 2' X 4' SPRUCE, FIR I6' O/C 2' X 4" SPRUCE, FIR 12" O/C --iI`-8"' - - -- 2' X 4" SOUTHERN PINE 24" O/C 2' X 4' SOUTHERN PiNE I&" O/C IiI_Otl i 2' X 4" SOUTHERN PINE 12" O/C 12'-8" 2' X 6" SPRUCE_ FIR 24" O/C- W -4' 14'-0' 2" X 6' SPRUCE, FIR IW O/C - 2' X 6" SPIR UCE, FIR 124 O/C 2" X 6" SOUTHERN PINE 24" O/C - 2' X 6" SOUTHERN PINE I6" O/C I1'-0" — — 2' X 6' SOUTHERN PM£ 12" O/C 2" X 8" E, FIR 24" O/C- 2" X 8" 8F'RUGE, FIR 16' O/C 21 -0' -- 2" X 8" SPRUCE, FiR 12" O/C — 24'-0" 18'-4" -- -- 2" X 8" 80UTHEKN PINE 24' O/C 2' X 8' SOUTHERN PINE t6" O/C 22'-8" 2" X 8' SOUTHERN PM 12" O/C 8 -0 OC. REMAINII`1G GABLE BLOCKING 0 MIDBPAN 2X STUDS CONT FROM SLAB TO DBL. TOP PL. iST FLOOR 1/2" A.B is 48" Off. 0 E TRUSS - 2X BLOCKING 0 48" O.G. FIRST 3 FRAMI ING SPACES 4 96" O.C. REMAINDER CONE). SPi o EA. STUD 1507. 2X P.T. PLATE DBL. LINTEL W/ 11 05 EA. 1 05 VERT. REINF.. (SEE FOUNDATION PLAN FOR LOCATIONS) 15T FLOOR BLOCK COND. SALOON FRAME TO ROOF ENDWALL FOR GYPSUM CEILING DIAPHRAGM TH15 STRUCTURE HAS BEEN DE51GNED TO MEET OR EXCEED THE 100 M.P.H. WIND LOAD REQUIREMENTS OF SECTION 1205 OF THE STANDARD BUILDING CODE, MAN EDITION WITH 1992 REV18ION5, NOTES, 3GALi=: 1�EVISIOPI3: DR4U,N BY, GREG/MARK TITLE BLOCK: SHEET i�10. - 1. ALL WIND LOAD CALCULATIONS AND DE51GN CRITERIA ARE BASED ON AN "ENGj_05 2" 5TRUICTURE. b. TRU56E5, GIRDERS, AND BEAM TIE DOWNS ARE SIZED PER UPLIFT REQUIREMENTS. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. ANY QUESTION AS TO THE SIZE, TYPE, OR VALUE OF A NAiL, STRAP, OR CLIP DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. SHOULD BE VERIFIED BY STRUCTURAL ENGINEER 2. ALL DOORS AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. -1, ALL WINDOWS AND DOORS TO COMPLY WITH S.B.C. 100 M.P.H. WIND LOAD REQ. 3, ALL SHEAR WALLS MUST TRANSFER LOADS TO FLOOR JOISTS OR FOUNDATION. 4. DIAPHRAGM SYSTEMS MUST BE ATTATCHED TO END WALLS AND/OR SIDE WALLS. 5. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOAD5 TO BEARING WALLS. i -1-21-94 COMBINED 51 AND WI ENGINEERING DESIGN, INC.EDI-1 F'.o.�Ox E 206A`3S LONGWOOD, FLORIDA 32152-0695 (401) (v99-4E,00 t 5 ,C, SEC, I205 5.8,`,"'10. 10 � W - 2 II-21-94 HGT. CHART MOD. 4 GEN, REV'S 3 4 -- S ----- - -- DWG NAME: 1205.DW3 JOB NO, 94-XXX