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1981 mipaula ct 5 6S'02' 14" W 455fREVATION5 A,r,,T, ACOU6TICAl CEII�IING TILE EW.H, ELECTRIC WATER HEATER MIN, MINIMUM ADJ. ADJACENT 5L. ELEVATION ROT IN CONTRACT A/C AIR CONDITIONING UNIT EXP, EXHAUST NTS, ROT TO SCALE 1.5,' 5IDE-YARD SETBACK ALT, ALTERNATE EXT, EXTERIOR O.c, ON CENTER F ALUM, ALUMINUM FG. F15ERGLA56 OPNG, OPENING ALLN, AWNING WINDOW PIN, FINISH FT FAINT BLK, B' Or-K i-, FiN,CLG. I;iNi$PIED CEILING RV-1-. POLYVINYL CP�ORIDP BOT, 50TTOM FIN,FLPI FINISHED FLOOR FT, PRESSURE TREATED 91. z BLDG, BUILDING RD, FLOOR DRAIN Q,T, QUARRY TILE B,U, , BUILT-UP GALY, GALVANIZED REINF, REINFORCED �14 CAB, CABINET GL.E-K. GLASS BLOCK WINDOW R50D. REQUIRED CPT, CARPET GLUB GYPSUM WALi_ BOARD R. RISER C.I. CAST IRON WDLU, k'ARDLUARE RD, ROOF DRAIN CL. CENTERLINE H&T. HEIGHT 5,P, SINGLE HUNG WINDOW C"l, CERAMIC TILE HORZ. HORIZONTAL 6HT, SHEET AP& CW� COLD WATER P.B. POSE B155 SIM. SIMILAR W4 GONG, CONCRETE H"W, POT WATER SL, SLOPE Cill'u, CONCRETE MIASONRT UNIT ID, IN51DE DIAMETER SPEC, SPECIFICATIONS CONT. CONTINUOUS IN&UL, INSULATION 5%, STEEL cj, CONTROL JOINT JAN, JANITOR TPK. THICK NEW BRICK PAVER CP.M. CUBIC FIEEf PER MNUITE jT� JOINT T4G TONGUE AND GROOVE >.4 DH. DOUBLE HUNG WINDOW LAM. 'LAMINATE (D) Typ, TYPICAL DRIVE w/REUSED III DSP� DISPENSER LAV, LAVATORY VERT, VERTICAL PAVERS > DN, DOJIN MO, MASONRY OPENING VC.T. VINYL COMPO51TI 1ON TILE DWG. DRAWING MATL, MATERIAL VL� WALk�ll`t CLOSET 5A IEACP MAX� MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD ELEC. ELECTRIC: MEr-H. MECPANIGAL w1upl, WELDED WIRE MESP E,W,G, ELECTRIC WATER COOLER MTL- METAL w.rl, WATER CL05ET M,P, METAL PANEL UP, URINAL + :-4 too L) U 5XI.ST*G BRICK)PAVE-R RE760ENGE i i WALK T6�E REMO'VtL) AND REUS No, 19al Lx SILT FENCE wl 16 OZ,NYLON RIEVORCED PVC FAMC (W P51 TEST) 00 Oli WOODSTAKE6 0 MAX.&'-V OC, .FLOW GRADE > -- — — — — -- — — — — — — I 54CKFILL FENCE AFTER PLACING FENCE I 7� EXISTING CONC, w Lu DRIVE TO BE 5T/4KFD 5AIRRIER k 14-i _$CALE: 314"zz V-0" _ T - - - -- - - - - - - - - 1,PLACE PENCE AT ENTIRE PERIMETER OF SITE AS SHOWN. 2.FENCE M AY BE REMOVED At WO DURING WO10< RK AREAS L P5RIO BUT SPALL BE REPLACED AT THE �INP OF WORK _�e7E 41V PERIOID� T5, siHFA T6A-c7K COMIP�PAID TO STAKED TURL31DITY BARRIER Iq 14" 5 12142!11 EWE 5TLRIF EID�E STRIP (L (VII 4i (D (D WIND DIESIGRIFER FBC 2001,TABLE 1609.6,2,1(2) IMPERVIOUS SURFACE DATA: BASIC;WINE) SPEED: 1 20 MFH 51JE FLAN UJI IMPORTANCE FACTOR: I SITE AREA: EXPOSURE CATEGORY: 5 EXISTING HOUSE AND PORCH 20(015 F EXISTING,DRIVEWAY AND WALK 835 $F. EXPOSURE CLASSIFICATION: ENCLOSED EXISTING IMPERVIOUS SURFACE AREA; 3,4% S.�, MEAN IRIOOF HEIGHT 23 FT. ZONI EXISTING LOT COVERAGE; lo, IMPERVIOUS 32fot ROOF ANGLE: ( -21 DEGREES) 23 DEGREES(5d2) DISTRICT R511 SETBACKS: NEW IMPERVIOUS 50ZPACE AREA: 4,216 6F, 01 0 0 10 EDGE STRIP 3.0 FT. FRONT 20, NEW LOT COVERAGE % IMPERVIOUS 4 0, tq COMPONENT AND CLADDING WIND LOADS REAR 20, L) 51DE (�ACPU 1,51 ALLOWABLE LOT COVERAGE IMPERVIOUS F70 ZONE EFFECTIVE WIND AREA(5F) ADJUSTED WIND LOAPIP-49) 1 10 14,S _231 4 Ine too -21.4 Z NORT (D - - - 01 2 io 14.'� -413 H INDICATES DIRECTION OF NORTH (D (D QG7C;UFANG-1 GROUP IND'X OF DRAWING5, 2 20 i3fo -38.0 < T-1 TITLE SHEET, SITE PLAN, DATA Aj 2 50 f3,1� FLORIDA BUILDING CODE GROUP R3 - REVIDENTIAL ;Z4 DRAWING NUMBER A-1 FLOOR PLANS < A-2 ELEVATIONS, 5CPEDULE5 2 100 10.5 -303 i 11-TION A-3 ELEVATIONS nlVWMD FOIR "NF '70MpLlANCE 5E EETI NUMBER WHERE Cw 'v 3 10 14,$ -03.0 6P TYRF' nr- (-_(-)Nc)TQ[j(-_TlQN A-4 WALL 51ESTION15 tic BEACH 5ECTION lb URAWN A-5 WALL SECTIONS OF 411,1- ONAL 3 20 A-el WALL SECTIONS SEEpERMrr� FORADOW ,RF MONS. NEW CONSTRUCTION TYPE V1 UNSPRINKLED mENTsANr 3 �70 A-1 DETAILS REQU DRAWING NUMBER D22R AND WINPOW IMPACT PSOTECTI 5-1 FOUNDATION,FRAMING PLANS :A r2�1(0 3 100 -41.� DETA TO BE PROVIDED ACCORDING TO SECTION 5-2 PLANS REVIEWED,BY: DATE SHEET NUME38R WHERE IL DATEOF 4 1�5 2�1.13 _28J DETA IL 15 DRAWN 160614,5XCIEPTION - 1/16" WOOD STRUCTURAL 5-3 NOTES,SCHEDULE$ ISSL�E I -) IN 4" 20 24.1 -26.'� PANELS PRECU , IDENTIFIED AND 6TOREL E-I ELECTRICAL PLANS,LEGEND GARAGE WITH FASTENERS ACCORDING TO TABLE *06.1.4 12-2la-01B 4 232 -23.4 A PROVIDE FOR ALL EXTERIOR OPENINGS "oW W 50 rO _V( DRAWN BY: ELEVATION LETTER EXCEPT GARAGE' DOOR 4 too 15.3 2 1_S ELEVATION 501LI)ING -GODE 5UMt"`SRlll SHEET NUMBER WHERE -34,1 5 FIL F> to 2t�,$ ELEVATION 15 DRA�N 5GOPE OF NE UJOR<1 C 20 24.1 -32A APF:'LIGABLE CODE&: E COPY CONSTRUCT NEW TWO CAR GARAGE WITH MASTER SUITE 1-1 SHEET NO. 150 232 -n-S DOOR ABOVE,MODIFY EXIStINO GARAGF SPACE TO LAUNDRY Ell 111-111M (D RESIDENTIAL CODE 2W1 EDITION FLORIDA LEVY ED PORCH AT rp 100 22.0 -26.$ ROOMAND STORAGE AREA,ADD COVER' FLORIDA EXISTING 5UJLC 2001 EDITION 452 REAP, )fWu CODE DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING ALTERATION-LEVEL 2 Is T,P5 R5'6PONS!BIL I'Y OF THE WINDOW/DOOR MANUFACTURER AND SPAL11 WINDOW T- MEET THE COMPONE�T AND CLADDING DESIGN WIND PRESSURES SEE TABLE IbO6215� @ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -7, uc] u 01 MASTER BEDROOM Brzv/Ro0M_N_!,2. ' -- - - - - - - - - - - - > > 7 5ED&bSM_ No._2 : e�x$ YELLOUXOD �40L�OW POST w/ '/�'Ij E-, TWR�A[)50 ROE), TTP, Oxg YELLOW11100C) NEW EX16TING 'o POLLOW POST w/ TPREADED ROE),TYP DRAIN EAMILI AeN BRICK PAYER$ LU >_ FORCH ou�N x DINI < Lu A-4' Lu Ar'\ CONT, TRENCP DRAIN OVERPANG A50VE DRAIN NA4,V - - - - - - - - - - �4 - - - J ul SWE,*WAL� I' 5WEA Ad-, DEMC EXISTING WALL 2x(o -STUDS 6 ul L U-1 Lu A GN uj NN BUILT-IN LLI 50EENED �j z KITCHEN BENCP o 7_7 --------- Lu x ! ;w - -------------I--- ir - --------- 0 0 it Lu - - - - - - - - - - - - -------- - -------- .......... --------- -- ------ QD ------- R GUARD i '-2" 2�_M" z PRO-A 7It COC) COMPLIANT BT AL�Gk 3'-2" E Al RAIL$, lm�NDR "fl,ILSAND RAILS AT LANDINGS, I Lu SEE FRIC R312;1 L-ANE) RV 2- - - - - - -- IS TO BE BY OWNER Ut IDER LANDIN(; RAIL SELECTION _jI Lu 5 L4 LN2. la AAT : (V ATOR c BRIE ;o*E i z xi UJI zip TI UJI 1 two W, Lu < SUMMER [3j KITCL45N 4- 4-j 1 < w L U, V", - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - NEW A/C SHEAR WALJ_ COMP PADIP�)Emo ffx�11�TING WALL__L C.0, DATE OF (.*"41 PVC DRAIN 10) EXISTING RESIDENC� - N WOW, EXISTING 64�_A��TO BE MODIFIED FACE OF EXISTING POU$E ISSLTE (A-6 6/ DRAWN BY: 25'-4" W L r_N[) ,41 L L EG' --------------- --------------- SHEET NO. WALLS TO BE DEMOL15PED LEVY P I 1R,5`- FLOOR PLAN EXISTING WALES TO REMAIN, A- 1 NEW WALLS L-A A=: ,7`1 7ix& &TUP 4' O'L� It 6WIEID ON 5/81' PLYWOOD SHEATHING ON�F�AMING 6 24" OL. EXPOSURE P.T,No.I CEDAR SHINGLES ON TYVEK HOUSE WRAP ON V2" SHEATHING ON, 2x 5TUD6 9 16" OL,,TYP, ROOF 85ARING 1 LI I Ll i I I 1 ,; 1H I Hill " H I Mi EXPOSURE CEMENT FIBER SIDING ON ON N. POU$EWRAf Ot STRUCTURAL SHEATHING, 1 3 5ECOND FLOOR - - - -- - - 4=1 --r-z - N 6.6911 + 7 TYPICAL WINDOW TIR EXISTING WINDOW FFFJ —TYPICAL CORNER, 50ARD r ir I L 4-� FIRST FLOOR h I I I Ii ON WEF EL'VATION SCALE: J14"-I'-0" A.4 0 u DOOR 5Gk4EIDULE POOR FRAME 2 MATERIAL MARK ROOM FROM: ROOM TO: SIZE MATERIAL TYPE RATING NOTES I EXTERIOR FOYER 3(gva WOOD SWING Wool) O.P. 2 EXTERIOR GARAGE 16,010 Wool) Wool) S.3, 41.5 -Lb— — — — — — — — — — — — — — — — — -- — — — — — SPEAR WALL 3 PALL GARAGE 2fta MOLDED SWI116 WOE) 20 MIN. 2, n 4 STORAGE UNDER LANDING- 2e�50 WOD SWING WOOL) ,241, -7&,15 EXTERIOR STORAGEt 30&8 WOODIGL SWING WOOD C PALL 6ITORAGi 21*5 MOLDED WING WOOD 20 MIN� 2. -7, 1 LAUNDRY PANTRY 151ft,a MOLDED BiFOLD Wool) 2 a LAUNDRY EQUIPMENT 5068 MOLDED BIFOLP WOOD BUILT-IN 0 CASE e LAUNDRY STORAGE 4ft8 MOLDED 51FOLD WOOL) ---------- ----- ------- MOLDED SWING WOOL) ------ 161 LANDING CLO65T 241 Ii MASTER BEDROOM MASTER BATH' 2broa MOLDED 5WIN6.1 WOOD 2, 12 MASTER BATH W.I.C. 2b&g� MOLDED POCKET WOOD �_FT�d_ AE30VE I 13 MASTER BATH WATER CLOSET 246a MOLDED SWING WOOD 2. ACCESS 14 MASTER BATH WJL, 2b&a MOLDED POCKET WOOD 15 MASTER BATH 6POWER 20-- GLASS SWING GLASS TEMPERED GLA56 M—ASTESBE0 I& MASTER BATH LINEN 2068 MOLDED SWING WOOD w — — — — — — — — — — — — --- 11 STAIR MA!5TER BEDROOM 286a MOLDED SWING WOOD 2 PORCH 16 5CREPNED FORC14 3068 WD/SCRIEEN SWING WOOD IS, EXTERIOR LAUNDRY 266a MTL SWING WOOD 4. 4 L 7 1 POCS 5"'HEPULE NQTEc_1;, _T_ 1.REPLACE EX16TING DOOR IN EXISTING OPENING. 7 —VA---4 T M, 151 44 21 SOLID CORE uj� UJINDOW 5CHIEDULL-E 3.2 REQUIRED P4 1 WINDOW MATERIAL TYPE F RATING NOTES 4.EXISTING DOORAND FRAME TO REMAIN D MAW ROOM FROM: 51ZE A LL A PALL It FE) B I GARAGE 3040 VINYL D'H' �24.1, c GARAGE VINYL D'P. 44.1, -2(v.S Room FIN15H 6-Ck4EDULE SPEAR WALL D GARAGE 2(p4O VINYL D'P' 4.24,71, 2, FLOOR WALL6, CEILIWG 8 STORAGE 3040 VINYL D.P. 4,241, 46.9 - ROOM BASE MATERIAL FIN15P MA TIERIAL FIN15W MATIERl FINISH HEIGHT NOTES — — — — — — — — — — — — — — — — — — - IK I _ - F LANDING 3040 VINYL D'H' 1241, -20,lbh IlIFIFE al-C.. GARAGE WOOD CONC. PAINT PAINT I G MASTER BEDROOM 30B0 VINYL P�P. 4241, -2il STAIR WOOD CONCiWOOD WOOD GWe PAINT 6W5 PAINT VARIES 1, A-il P MASTER BEDROOM PRV!!�,O VINYL D'H' �241, -2&:� PALL WWI) CONC. WOOD 17PIR PAINT i MASTER BEDROOM 3050 VINYL D'P. 44.1, 5TORAGE Wool) EXIST,CONC GWB INT TY K MASTER BEDROOM �0"_ VINYL D.P, ;24.1, -2&1J - LAUNDRY WOOD CONC, WOOD GWI5 PAINT C-615 PAINT V-4" DATB OF L MASTER 55DROOM 2il VINYL D.P. 44.1, -2(0'$ 2. MASTER BEDROOM W I OOD WOOD WOOD f IssuF1 oil 12129-01B M MASTER BATH 2&40 VINYL D'H' �24,1, -2&.1b MASTER BATH TILE WOOD TILE WRGWB PAINT WRGW8 PAINT "j, WATER CLOSET 2C,40 '� VINYL D.k 24.1, -2&,9 WALK-IN CLOSET (2) WOOD Wool) WOOD GW5 PAINT GW15 PAINT 51-o" DRAWN BY: LUNDOW 5G�4;=[)ULE NOT.E& ROPt'01 FIN15H &GHEPULE NOTE& 1.NEW WINDOW AND OFMING IN EXISTING FRAMP: WALL, 1,WOOD FLOOR TO MATCH EXISTING AT MAIN HOUSE AREA, 6ECONE) FLOOR FLAN SHEET NO. SCALE: 1/4"-1'-0` LEVY V A-2 METAL ROOF ON GRACE ICE AND WATER f! 61415LD ON FWV PLYWOOD SP5ATPING ON FRAMING 6 24" O.C. t 4_4jfi�E P.T (01, IEXPO No, 1 CEDAR if E5,ON TYv5K PIOUSP WRAP ON 5qEATPING ON 2x STUDS it it — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 15JEARING 4- 4- _4 4- -4 I L I I U 1 1 J I I t lu i A j f A01k if t T if it it I ! 1 1 : 1 if I if 6L4 I I 1 11 :1 77 i t2 if LL I I I I it —— — — — — — — — — — — — — — SECOND FLOOR �4 -4-:11--�1- 1-4- -4-1 4"4 4_1 "4 _I_! 144 =` 1—4— 4--� ��_i-71 +i--t- —:-4 17 4+ ++ _++ t-4 4- - -- - - - - - - - -- I f it f i it c I I it f 1 1 if i c I if INDOW TRIM 15XISTING WINDOW METAL FRAMED TP C-CREEEN 5NCLOSURE TYPICAL CORNER BOARD -7T- if OF qL if it i� it ii! :I 1 1, i 1-7 1+--i 4-L GARAG5TOP OCK —— — — —— — — - -- — — — — — — — - i i;� 1�" 1 .1� GRAD if —— — — — — ------ — — ——— — — — EX15TING CMU FOUNDATION NORTH ELEVATION SCALE: 1/4"-I'�V u ----------- o� METAL ROOF ON 6R.ACE ICE AND WATER if 61415LD ON F1/81' PLYWOOD SWEATPING ON FRAMIW�s 0 24" OC. ji lit it 6" FXPO%RE P,T,No. I CEDAR !I 5PINGL85 ON TYAK HOUSE WRAP ON 1/2" SPEATP11,16 ON 2x STUDS :f 16" TYF, ROOF BEARIWu if Lj 7 2 TYPICAL WINDOW TRIM it 16TING WINDOW A-1 it 11 1 1 1 1 1 it I I lit I I i H —TYPICAL CORNIER BO RE) if 12 6" PXPOSURE P,T.No. I CEDAR if if 5111NOLE5 M TY)��EK POUSE WRAP z ON' EXISTING 6�45ATPNG I T it If f if i 7 1 t T: 1 1 ill J SECOND FLOO i 13 7-T—11— 7 if it lici 7 T if 7_1 1 1 F 7- L JJ. .111 7 If d METAL FRAMED I SCREEN ENCLOSURE NEW OVERHEAD&ARAGE H if I I I i i it I I I I I I I it if I ill 1 1 if I ! it i I Ii I I lit i if DOOR AS SELECTED 15Y 2! OWNER, DP *11�,4, .5 17 if it I it 111 i -I T I I I I if I DATE OF G I If i 11 A 5 top CIF BLOCK 1 :1 11 1 1 lit I I IMA i ill 1 1 11 1 1 1 ISSUE I L..J_L - — — — —— — — — — — — —— — — — — �L�:�L�,L!I CIRADE if I i 5XIII TjUG_FJRW t,102iR-- — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — DRA"BY: EX15TING GMU FOUNDATION OPEN TYPICAL CORNER BOARD A-1 TYPICAL WINDOW TRIM SHEET NO, 5XI6TIWG WINDOW r 50UN E-LEVATION LEVY $CALE; I/4"-z1'-0" --------- i -------------- A-3 it it 19 11 it METAL ROOFING ON GRACE ICE AND JAT51R61411ELD OR 150. 5N '/z"NIOM.STRUCTURAL 23'-4" PANEL DECKINGNAILED Lu/ RING SPANK NAILS u 0 6" O.C,AT PANEL EDGE$ AND 'INTERMEDIATE SUPPORTS AND * 4" O.C. * COMPONENT AND CLADDING EDGE STRIP 03, TTP, P4 METAL ROOFING ON GRACE ICE AND WATER6HIELD OR EQ,ON `/21'140M.STRUCTURAL PANEL DECKING NAILED w/ RIW-i SHANK NAILS 0,C.AT PANEL EDGE&ARC.) INTERMEDIATE COMPONENT ARE) 5UPFORT6 AND 0 4` O,G CLADDINC-i EDGE STRIP 13, TYP. EXP06ED RAFTER TAII 5 TYPICAL PREENGINEERED 5 2--0" A-1 M w D TRUSSES 0 24" WOOD TRUSS�6 a 24" oo O'C' TYP, -------------- -------------- w IC;YNi-:NE FOAM ICYNEN pill JN) (NOT 5POUN) INSULATION (NOT w �7r ROOF 65ARI&Q GWI5 w/61"it FINISH,TYP, I SIMPSON 1,12J5,A w/5-8dxIt/2ll I 5IMPSCN 1-12.�A wl Eoadx1'/2-' TO RAFT8 86 TO PLATE TO TRUSS I r5_86 ITO PLATE T P.EA.RAFTER TTP.EA, RU55 00 ------------ -- -------- EXPOSURE III No. I CEDAR 6141W-iL55 ON TYV5K HOUSE WRAP ON 1/2" SPEATPING ON 2x6TUDS 16" OC, TYR, it (a" EXPOSURE P.T.No,I CEDAR -ERN SHINGLES ON TYVEK HOUSE WRAP N 'A I L FATI ON V;;i" SPFATPI%ON 2x STUDS io !611 Or-, TYR SCALE: 2x& OVIERFRAMIW�i A50VIE EXISTING ROOF. MASTER BATH -STRIP EXISTING 61,41W:;L56, INSPECT DECK 'X15 MODIFY E TIW.3 TRUSSES, INSTALL 1/2 it AND RENAIL 5 NECESSARY TO COMPLY WITH x24" PLYWOOD GU5-5ET5 EACH SIDE OF it CODE it EACH TRUSS,NoAIL GUSSET TO TRUSS w/ Z (od COMMON NAILS 'a 411 O�C. 11, FROM CHORO M5MpER I A' TERNATIW 0 Sir DGE. INSTALL GUS-ETS 55FORIE CUTTING BACK TRU55E5. A 'TiG PLYWOOD GLUED AND NAILED 3/4';T 4 0 t PLYWOOD GLUEE)AND NAILIED ON FLOOR TRUSSES,SEE FRAMING PLM ON FLOOR TRU6$IES,SEE FRAMING,PLAN STAIR CONT.METAL FLASHING t it Ix4 TRIM, CONT, NEW 6U56ET AIR - — — — — — — — — — — —— — — ——11.-il--� 1/2" PLYWOOD SOFFIT PROVIDE CODE CVIFLIANT15TAIR GUARD RAILS, PAND'RAILb AND RAII�SAT LANDINGS, SEE FRC R312,1 AN�� R3122 RAILIW-s 55LIECTICN6 TO 55 IBY OWNER A 2xa % I OC, 2xI0 16" OL, < A DAR I I P� 6" EXPOSURE PT,No, CEL (o" EXPOSURE P.T.No.I CEDAR - E SHING! 55 ON" TYVEK HOUSF WRAP i HALL i 6PINCGLES ON1 TYvEK HOUSE WRAP STORAGE GARAG ON �Z. SHEATHING ON 2x STUDS ON '/;" SHEATHING ON 2x STUDS I(o O.C.,TYP, 0 I(oll O'C'TYP. -1 k it It 1 lit 2xI2 FLA I*E IRST FLOOR NEW PALL 4- 2x& 0 1&`O.C. FISE FLQQR EXIST N X EXISTING GARAGE SLAB X/11 X�< 0')�/ 'x N x 6L=-" THICKENED SLAB,SIM. EXISTING FOOTING TO REMAIN TYPICAL FOOTING r2 LL 'I" ECTION SCALE: AS III*--- UC"RAL "K NAILS T N A REMAIN NEW FOINIT WALL,?x4 STUDS 16" EXP05ED RAFTIER TAIL5 ---------------- 5-IMPSON P2,5A w/5-2�dxl'/g TO RAFTER 4 5-ad TO PLATE TYR.EA-RAPTIER NEW CEILIWIj, T4G Ix(o ON" 2x(o CEILING JOISTS 0 241; O.r- 5X16TING ROOF OVERPANG TO BE CUT BACK bxgs YELLOW1,1100D POLLOW POST AS BEAM,SEE EXPOSURE P.T�No. I CEDAR 6PINGLE5 ON' TYVEK POU5E WRAP ORIENTATION ON EXISTING 6P5ATPING CONT.METAL FLASPING METAL ROOFING ON GRACE ICE AND &EX1,51FING NEW WIELD -N WATERSf OR EO.ON 1/2'. OM.STRUCTURAL P,T.2x8 w/2- v2`0 THREADED &a YIELLOU.UOOD POLLOW -CKIW ROD EMBEDDED 6," IN POST w/ `/;"o TPR�ADED ROE), PANEL DIE G NAILED w/ RING SPANK NAILS * b` O.C.AT PANEL EDGES AND INTERMEDIATE > EXISTING BLOCK wl EPDXY,e TTF, 5UPPORT5 AND 6 4" OC,*COMPONENT AND r-rl 4a" 0,C. CLADDING EEDG86TRIP 13,TYR. W4 12 EXPOE)E-C) RAF TILER TAIL6 5 V-0.1 TYPICAL PT,2X8 0 24" O.C,ON P7.2xg�W/2- 112"o 50L I'S PANGERS, -655 PLAN 2 - P,T.2xa ICYNENE FOAM INSULATION(NOT 5POWN) OFEN MAIN SECCND FLOOR ROOF BEA NG 112"GW5 w/SMOOTH FIN15W, TYR. I SIMPSON 4!7A wl�7-8dxli/2 EXISTING FOOTING TO REMAIN TO RAFTER 4 5-6d TO PLATF TYR,EA RAFTER 00 TYPICAL POST FOOTING ,1�4W4LL 5ECTION U-61 5CALE: N....00OF METAL ROOFING ON GRACE ICE AND WATERSWIELD OR EQ,ON 1/2"NOM.$Tf;�UCTURAL MASTER 5EDR00M PANEL Dr:CKIWa NAILED w/RING SPANK NAILS METAL ROOFIW (V IO.C.AT PANEL EDGES AND INTERMEDIATE i ON GRACE ICE AND SUPPORT$AND * 4" 0C. is COMPONENT AND WATERSPIELD OR 150,ON '�2"ROM, STRUCTURAL CLADDING EDG5 STRIP '3, TYR. PANEL D8CKIW,%NAILED w/RING SPANK NAILS iE�1' O�C.AT PANEL EDGES AND INTERMEDIATE AMn a All -11- 4 compal;;w* AND u E T ------ CUT BACK EXISTING OVERFRAM5D PARDWOOP FLOORING OR 1�0 FEIL GABLE END AS SPOWN j ON 314" PLYWOOD DEC<GWED AND TO NAILEL FRAMING. MAIN 55COND FLOOR TOP OF SU15FLOOR NEW 2x4 FRAMED GABLE END WALL ku/ STTOJCTURAL 'PANEL $kEATPINca, ICE I&H F O'C' LOOR 65ES AND WATERSPIELD MEMBRANE AND x CEDAR SHINGLES I- SIMPSON P25A w !';/,';TO RAFTER 4 54d TO 5EAM, TTF, TYPE "X`GW5 u;/SMOOT P FIR164 TYR, 0 GARAGE METAL ROOFING ON GRACE ICE 4 WATER -XF b" E -'06URE FIT.No. I CEDAR EX16TING ROOF TRU$SE SPIELD ON 1/2"' PLYWOOD6PEATHING SWIW;�LES ON TYVEK L4MSE WRAP DECKING AND IN5ULATI J I ON WOOD 6TR:UCtURE 24" OC. ON 1/:" SHEATHIIj ON 2x 5TUD6 v, OC, Typ� REMAIN TO Jj 4 I vERIFI' EQUIVILANT I- SIMPSON P2.!;A w/5-ad x &8 TELLOWWOOD �OLLOW 1/2"TO RAFTER 4 5-86 TO POST AS BEAM,6E BEAM, TYR, ORIENTATION NEW P,T,2x(p EXTENSION AT EACH EXISTING TRUSS TO MATCWEXPOSED z RAFTER TAILS AT ADDITION 0 —aNe" WOLLOW PIT,P05T TPREAD50 FWD v5RTIC4LL*j GARAGE (V EXPO5URE P.T,No, I CEDAR EXPOSURE P.T,No, I cEpA 5PINGLE5 ON'TYVEK PO USE WRAP SHINGLES ON TYVEK HOU5E] H i 0 112" 5XI5TING SPEATPIN& q -N 112" EXISTING 61-18ATPING ON AND EXISTING FRAMIKc, z AND EXISTING F < aw _KOM &OQE_s GASAG�_ GLADE 41 Fb 5 FI T FLQaR!�,UIVIWv HQQa DATE OF x x ISSUE ZEE R I X/,X/, EX15TING4 GRADE X, N�l N�l 0, 12-29-M x CONT. TRENCP DRAIN \N \> DRA"BY: N 0 x\X//\ EXISTING FOOTING TO REMAIN NN —EX I,%FOOTING' TO i' T'rPICAL POST FOOTING X N 0111\ SHEET NO. 0- LEI/Y UJ A UJA ,/�3W,4LL 5ECTION- r2 LL 5`G`10N LLL 6ECTI "�N A-6 \,A-(o) SCALE: 1/2"- CALIE; 1/2"-1'-011 kA-ro) ',,--AL5: LNEW 1/2" PIA.SIMP60N GNW COUPLER NUT WHERE VERTICALLY RODS $14OWN 1/2" DIA,x 12" HD.GA' V.THREADED ROD L__j !I SET 114�,IV DIA, x 1" HOLE w/ SIMPSON "SET" EFOXT 0 SIMPSON BPS 1/2-3 PD.GALV. BEARING PLATE 50RATE� TREATED SILL PLATE,CONT. %'-5/41' r_OIQNP7R BOARD, TYR. —16," GRACEICEANDWATER 5 i/2 5PIELD F�A5PIINGVERTICALLY FOAM SILL SEAL AT CORNERS 6" EXPOSURE P.T.No, 1 CEDAR SHINGLES ON TYVEK HOUSE WRAP ON 1/2�' $PEATPING ON 2x STUDS IC," OtC,TYP. u z w /`77� T YiFIG,4L ANOHOIR E3011—TI KT%*� T =I CCIRNER 5041R�)_ V) NOT TO SCALE -METAL FLASL41146 TO MATCH ROOFING METAI MITER CORNERS FIN. Ix4 3 C ROWK F 05 COWER REINF, FROM FIN.2x FOUNDATION PLAN U 115 DOWELS IN FILLED CELL, SEE FOUNDATION PLAN 1 '12 u U �4EAD a" CMU BOND BEAM BLOCK Aft. u 5OND 5EX-411 CCRINER R;: 1*__ 5 Ei V_A_-'�17 SCALE: 3/4":V-0" 4" THICK 30M P61 FIBER REINFORCED CONCRETE SLAB ON a MIL PVC VAPOR BARRIER ON 13519.MODIFIED PROCTOR P,T,(px(o POST COMPACTED FILL w/ TERMITE TREATMENT, TYP. SIMP50N ABU(56 ON %"o ANCHOR BOLT w/ 12�16&NAILS TO POST V' CMU,FILL ALL CELL$ 3000 p� REINFORCED CONC,FOOTING b w/ 3-15 BARS CONT.w/MIN. 30" LAP 4 83 TIES MAX 48" OC. 3OW P51 REINFORCED CONS.FOOTING V-0 -S BARS CONT,E,W, 3 6" EXP05URE P,T,No, I CEDAR ocN SHINGLES ON T YVEK HOUSE WRAP ON 112" SHEATHING ON 2x STUDS Y YF�, 2 CONIT.PLASPING *'AL UNDO TRIM SIMPSON. A34ANGI 5 wf awlOd 0/2 TN��FIGAI F05T FOOTING /�aTHICK,;NEE) 5L,45 EDGE TYR.EA.ZiTER. NAILS, 12 L /11 z NOT TO SCALE \A-Ij SCALE:34"=V-0" N..1001 0 SCALE: 3/4"-1'-0" 2'- P4 I - SIMPSON 1-125A w/ u TO RAFTER 4 5-80 TO PLATE TT P. EA,RAFTER en IS DOWELS w/ 12" 15END INTO STEM WALL z COORDINATE w/DC)WEL6 ME TIA4 ROOFING ON GRACE ICE 4 WATER METAL ROOFING ON GRACE ICE 4 WATER U HiELD ON 112" PLYW SHIELD ON NO PLYWOOD SHEATHING 000 SHEATHING ON WOOD STRUCTURE 24" O.C. ON WOOD STRUCTURE 0 24" O.C, BAR CONT,, 5IMP50N 1112,�7A w/�Odxlf/2" 8" CMU,FILL ALL CELLS eO OF COUI;�656 MAY VARY) TO RAFTER 4 �&d TO PLATE TYP,EA, RAFTER No, 1 NO T4G DECKING DOWELS w/ BEND 0 FOOTING 12 METAL ROOFING ON GI�ACE ICE 4 WATER w/ �-Oe� BARS CONT w/MIN, 3011 LAP SHIELD ON V PLYWOOD SHEATHING CORNEI;* 4 MAX, 48" OC, WOOD STRUCTURE 24" OC, 11/2" DRIP TO MATCH ROOFING 1CYNENE FOAM GRAVIE (VARIES) 1N5ULATIZ(NO1,$14 I�No. I Ix(o TsG DECKING No. 12x& BETWEEN RAFTERS uj FDATE OF JSS�� ISSTJE z No, I 4x&BEAM 11/2" DRIP TO MATCH ROOF! 12,n-ot 3000 P61 REINFORCED CONC.FOOTING Y'o x 10" PD.GALv.LAG BOLT DRAVi(N BY: w/ 3-S BARS CONT.wl MIN. 30" LAP 17 11� TIES MAX 45" 0,C, f; 112 0 x(o HE),GALV, LA(;s BOLT No. 1 2x(o BETWEEN RAFTER$ SHEET NO. ri---� EXF05ED RAFTER TAIL5 ri`\ T�-F�GAL FOOT ING r4 A SCALE: 3/4'zV-0" SCALE: 3/4".V-0" LEVY SCALE: 3/4":I't-O" C616 STRAP wl it" END ZONE EA ENO w/22-Ift NAILS IN END ZONES ONLY, 320 Oz,A50YE DOOR W4 u McOto FLOOR SILL PLATE 3/4' PLYWOOD OFEM Aft wo"FLOM TRAMS,TYP. it it it ri i MeLe TOP PLATE it I! it 3-16" LVL BEAM It It 2-t/2"O THREADED HOLDPOUN RM$ CONT.To 8 ECOND FLOOR TOP PLATE wl WASHER AND WT ABOYE B5AM. .4-24 JACK STUC*EA END Lj l, it I I 1-2x6 JACK 6TUDS EA EtsV 9T f 6x8 YELLOWWOOD HOLLOW POST w/11 THFr;A0E0 ROD,TYP. RAGE 5EAM �40LDDOWN oil SCALE: I J OL I - SIMPSON H2,5A w/5-8d x 1-1/2" To RAFTER 4 5-8d TO PLATE 00 gg 4 '1� �1�4 TYp,EA RAFTER 0 BRACKET,TYP� TYP.FA_END u -4 2s >f e j fa 41 It I"_j - IF= ��Ipg 4 USIX3 — —— — — —— — — — — — - -- t— L 2-2 :on, 11 L SIMPSON w2bA w/5-ad x 1-1/2" — — — — — — —— — -- -— — — — — — — — — -- I - TO RAFTER A 5-ad To PLATE 2xI2 PLATE SC'REWED TO EXISTINdj & , FRAMIWs BELOW W/SIMPUN$PS 2 TYP.FA RAFTER AL GN A-5 4F 1/4"XV SCWWS,TWO PIER FRAME A-5 CROWNds,TYP. 1 11 A Ti AT AFM-A COVERED BY OVER FRAMING,STRIP W1NdsLES AND 411 T14ICK 4-W PSI FIBER W-WORCED Lj,oERLAyMENT AND vERIFY 05CK A-4 CONCRETE SLAB ON 8 MIL PVC VAPOR NAIL�To COMPLY WITH CURRIENT BARRIER ON S6%MODIFIED PROCTOR COMPACTED FILL w/TER11T5 TREATMENT,TYP- REapFewS.RENAIL AS NECE66ARY. 44, LAYNT,UTHT M114 R WXOUT I 2xi 0 24li 0. TYP, 4' DROF �A-4 ARD t, I I EXISTM$LAS Pu 2)o is 2411 .0,TYP. LT�=_ ai 4- THICK_VW ftI FIE ER REINFORCED s$LAB CONCRETE FILL OAR EXISTINC CLEAN AID SCARIFY EXISTM SLAB z NOM.PLYW= 0 w/bd RfWs SHAW�X,411_6 10 PANEL: DGES own= AND INTEWEDIATE AND 4" C4 1 AT COMPONENT AND CLAD 1 6 IP, 3 f�. Z. 3# EXI$TIWs FOOTIN4 TO REMAIN — — — - — — — — — — — — — — — — — — — — —— u — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — —— — — — — — — — — — -- - — — — — iv V_ Z � , 4-11 — —— — — — — — — —— — — — — — -- - - - - - - - - - - - - - 2 x1or, EXISTINas', NEW < k Vrs v SIMPSON H25A w/5-8d x I-If2l, TO TRAS 5-0d TO PLATE VERTICAL THREADED ROD HOLD DOWN SYSTEM- DATE OF V2-4 THREADED Roo C4%it P40M FOOTINds TO AWYV TOP PLATE.ALL TWREADED WDS WALL BE ISSUE ANcHoREE>WITH keox 12"THREADED ROD EMBEDDED 12-215-OS 7 N CONCRETE w/SIMPSON "SET"EPDXY OR ATTACHED To C.AST�NPLACE 164,41' ANCHOR DRAWN BY: BOLTS.AT ALL Roo PENETRATION$,PROVIDE A HOLE r) IN PLATE 1/4" LARGER THAN ROD-RODS MAY 5e aftICED wl 6IMp6CN CNW CONNEr ,TORS.W/VS WALL TEwtNATE AwvE TOP PLATE AT 3"XVV/s"WAWER AND WT TIGHTENED TO APPROX.25 LIB#T OF SHEET NO. TOM,9.&LOW MIN.OF.3 THREADS ABOVE WASHER- LEVY ALL vERTICAL I=$WALL HAVE NUT AND U46HER FOUNDATION PLAN 5ECOND FLOOR ROOF FRAI'lING FLAN AT SILL PLATE.VEC14, ATTENTION WALL BE PAID To mssuRE TREATMENT OF SILL PLATES AND SCALE: 1/4"21'-V S- 1 SCALE. 1/4"sf'-V ISOLATION OF METAL$AT 6ILL, -WOOD TRUSS NOTES: 1. ALL DESIGN LOAD$$HALL BE PER FLORIDA BUILDING CODE, 2004 EDITION. SEE SHEET T-1 rOR WIND SPEED AND EXPOSURE FACTOR. 2. SHOP DRAWINGS AND CALCULATIONS,PRE-PARED BY AND u SIGNED AND SEALED BY AND ENGINEER REGISTERED IN THE STATE OF FLORIDA, SHALL BE SUBMITTED FOR APPROVAL P, RIOR TO START OF FABRICATION. SUBMISSION SHALL INCLUDE GRAVITYLOAD REACTIONS AND UPLIFT REACTIONS FOR EACH W4 BEARING POINT. a� 3. ROOF TRUSSES SHALL BE DESIGNED FOR REQUIRED LOADS 0-4 AND ALL STRESSES ASSOCIATED WITH HANDLING, TRANSPORTATION AND ERECTION. 4� ALL BRIDGING AND BRACING, INCLUDING ERECTION BRACING, R50UIRED FOR THE FINISHED PRODUCT,SHALL BE DESIGNED AND FURNISHED BY THE TRUSS FABRICATOR. 5. TRUSSES AND TRUSS CONNECTIONS SHALL BE DESIGNED AND PROVIDED BY THE TRUSS MANUFACTURER. 6. SUPPORT FOR CORNERS OF THE ROOF SHALL BE DESIGNED AND PROVIDED BY TRUSS MANUFACTURER.FASCIA 18 NOT A '4 STRUCTURAL ELEMENT AND MAY NOT BE USED TO SUPPORT CORNER JACK& 7, SPACING AND LAYOUT OF TRUSSES SHOWN ON PLAN MAY BE MODIFIED BY THE TRUSS MANUFACTURER WITH APPROVAL OF THE ARCHITECT. uj LL L) TYPICAL POST POOTI�4 K-12 x Lu A"k P4 AT AREA COVERED BY OVER �il-u W 2!a 00 FRAMIWj,STRIP 6 HfWsL56 AND 14 CN NAILN5x TO E6��WITH CURRENT RFQ -g UIREMENTS.RENAL AS NEg-E 241MPSON C616 W/ 12to DO ZONE _�SARY, so 1� 264 bx!D YELLOA1000 -d NAILS FROM STUDS ABOVE POST W/ TO STUDS BELOW 0X6 YELLOWOOD It= V-V4" 4V'R POST W/ III,# 14OLODOUN ROP, ------- 24 PLATE E40 TO EXISTIWs HOLODOUN ROD, IS) wl 'Ill" wil if-~,%%Owjw ffi Typ� 140XV SCREUA,TWO PER FRAME 1�19) CROONS,TYP. L 4 -I--,---- I I - 1--11�1; T SIMF`8ON LSV w/— 1�_l N4 BIC*ATI TREATE FX1 OSED R 4FTERS JAILS A�-b IN 2,2xlO/l 16-odAY, Typ.EA.RAFTER 1 'AA-0/ ---- ------- xtmz U-1 L I lu tu IE all Aft Q ��-4 __j g;x6 NO.I P.T.GRam MEN( NEEW WOOD Nk CONTACT POST SET MIK I TRLWE 24"C 24" IN 12"CONC. Lu -.4 Q 4* W4 r 3z lu tu .2x4A I POS'AND %EXISTM AND EXISTIW 144 RlVjE 0 1, FOOTIN6 TOW AN FoOTIws TO AN NOM.Fit,rWOOD 1: ECKINSs 4AILEP w) ad RING SwANK m mLs*6 Oz.AT E!>Ges A P INTER DIATE 411 C C. A "In W AN CLADD 4G EPW STRIP# CO 5,4, 1-4 z Rp a PORCH EFXISTNG SLAB �X EXISTIWs SLAB 15 U4 TO RWAN TO REMAIN ts -2x4/1 Lu z T-0 2xb TE MATJA 2-2xlO 2xIo/I 7 1 r:V-oF-OF EXISTING SLAB EVGE OF EXISTIN63;SLAB 7 1L$ I - SIMPSON 142.15A w/b-8d x 1-In" TO%AMR 4 b4d TO PLATE VA_4_�V r_*1� 1=01RCH ROOF FRAMING PLAN r_,N� FORCH FLOOR FRAMING FLAN r__� FORCTH FOUNDATION FLAN 2 - SIMPSON H2.5A W/5-6d x 1-1/211 2 - SIMPSON W25A w/5-Od x 1-1/20 DATE OF TO TR)SS 4 b4d TO MATE I - SIMPSON 1-115A W/5-0d x 1-1/20 ISSUE 1�17SCALE: 114"211-00 SCALE: 1/4"xi'-O" TO TRJSS 4 S-0d TO KATE I - SIMPSON H23A w/5-6d x 1-1/21, TO TRUSS 4 5-ad TO PLATE 12-2121-0S TO TRA$ 4 0-glId TO PLATE �-�_61; DRAWN BY: of NO, r SI LEVY ROOF FRAMING FLAN SCALE. 1/4"-V-0" Cxm=W Z ^/4N C4 V��y GIL ti 110 1VULAUU1 h 1, All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all and shall be constructed in accordance with ACI 530.1-02,"Specifications for Masonry Structuree'. I applicable codes and regulations, L__J 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019.Grout shall 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar mixed to provide a slump between 8"to 11". situations elsewhere on the work,except where shown otherwise. 3. Mortar shall conform to ASTM C270 and be type M or S. 4. All design loads shall be per Florida Building Code,2007 edition. Live Load, Roof-25 psf 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units,Type 1,Grade N-11,normal Live Load, Floor-40 pef weight,with a minimum cortipressive strength of 1900 psi(fm=1500 psi). Live Load, Open Balcony-60 psf Dead Load, Floor 15 psf unless otherwise noted 5. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: Dead Load, Roof 15 psf unless otherwise noted #4 bars-16'min. #5 bars-1115i'min. 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site #6 bars-W'min. is capable of providing min,2000 psf soil bearing, #7 bars-40'min. r-N I it a notified prior to continuing i6;. Grout all cell containing vertical reinforcement in 6-0"maximum lifts.Provide cleanouts per ACI 530.1-02 in the bottom 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil,the Arch'ect shall b W4 the work. course of masonry when wall height exceeds 6-0'. U 7. Step footings below all sanitary and water lines, 7. Beam reinforcement shall be continuous across control joints. ,'CONCRETE: WOOD: A"11L Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete,and 1. All wood framing has been designed in accordance with"National Design Specifications(NDS)for Wood Construction", shall be constructed in accordance with ACI 301,"Specifications for Structural Concrete. 2W11 Edition. coo 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with 2. All wood members in contact with masonry,concrete soil,or exposed to weather shall be treated with an appropriate ASTM C 172, 031 and C39: preservative suitable to the exposure conditions, W Footings, slabs on grade and misc.concrete:fc psi 04 Cagt�in-place beams,columns and elevated slabs:ib 3000 psi 3. When ACQ treatment is used on any wood member,all nailing shall be hot-dipped galvanized meeting ASTM A153, 3, Cement s�wli coi-fani to"Specifications for Pdiftnd CemieW(ASTM Cl_-O. Class C,or A-STM B695, Class 50.When borate treated is used,galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with"Notional Design Specifications(NDS)for Wood Construction",2001 Edition 4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). and"Design Specifications for Metal Plate Connected Wood Trusses(AN S-I/TPI 1). > 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 5, All trusses shall be designed by the truss manufacturer's registered Engineer. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seat of a Florida Registered Cast-in-place beams,columns and elevated slabs:fc=5U psi Engineer for approval, Design notes shall include the rated load capacity of the truss to truss,connectors,the reactions Maximum water-cement ratio:0.40 at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed.The Maximum chloride ion content:0.15 percent by weight of cement in accordance with ASTM C 1216. Contractor shall review and approve shop drawings prior to submitting to the Design Professional, 7. Reinforcing steel shall be ASTM A61 5 Grade 40 unless otherwise noted on the drawings,All reinforcing details shall T Handling and erection. including temporary bracing during installation of trusses,shall comply with TPI HIB 91. conform to"Details and Detailing of Concrete Reinforcement"ACI 117. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 8. Tolerances for foundation and slob alignment as well as placement of reinforcement shall be in accordance with ACI 117, '�siandard Tolerances for Concrete Construction and Materials" 9� All framing anchors and connectors shall be manufactured by Simpson Strong,Tie or approved equal. 0 c) U 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil.PVC vapor barrier,Slabs 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307,Grade A or ASTM F1554,Grade 36. shall be reinforced with fibermesh reinforcement with a minimum Z'fiber length at Ilb/cy complying with ASTM C1 116. 1.4 11. All metal connectors which are exposed to weather or in contact with masonry,concrete or ACQ pressure treatment shall �D 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material.Structural be galvanized per ASTM Al 53, Class C,ASTM B695, Class 50 or be stainless steel Type 316.All anchor bolts, fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM 01557).Fill shall threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. be treated with term ite poison before vapor barrier is placed. 12. Anchor adhesives shall be Simpson Strong�Tie"SET" Epoxy. Embed holes shall be drilled and cleaned according to 11. Footings may bearon undisturbed soil orstructural. Structural fill shall be compacted to a density ofa min,950/0 of the Simpson Strong�Tie instructions for the anchor size and depth required. 00 Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of a min.two feet below the bottom of the footing, STRUCTURAL STEEL: 12. The following minimum concrete cover shall be provided for reinforcement- 3"-Concrete placed against and pormanemUy exposed to earth I. All structural steel has been designed in accordance with AISC"Manual of S-teel Conatruction"and shall be constructed in Z'�Concrete exposed to earth or weather,06 bar or larger accordance with AISC"Spedifictition for Structural Steel Buildings","Code of Standard Practice for Steel Buildings and 1 !/2"-Concrete exposed to earth or weather,#5 bar or smaller Bridges","Detailing for Steel'C"onstruction",and have the following designations: 1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. Welded connections AWS D[.11 Structural steel shapes,plates,etc. ASTM A36 13� All continuous reinforcing steel in concrete shall be lap-spiieed with the following minimum lengths- Structural steel pipes #4 bars-21"min. I ASTM A53 or A501 #5 bars-26'min. Structural steel tubing i AS TM A500 #6 bars-32'min. 2. All structural steel connections ind fabrication shall comply with AISC specifications. #7 bars-46'mim. 14. Reinforcing in footings shall be bent around corners or corner bars shall be Installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforping steel during concrete placement. Accessories which boar on exposed Pon crate surfaces shall be plastic tipped of stainless steel, Z 0 FASTENING SCHEDULE REPRODUCED FROM FBCT- BLE 2304�9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) A L LOCATION FASTENING LO CATION JOIST TO SILL OR GIRDER 3�8d TOENAL BRIDGING TO JOIST 2-8d TOENAIL EACH END SOLE PLATE TO JOIST OR BLOCKING 160 a 16"O.C. TYPICAL FACE NAIL TOP PLATE TO STUD 2.16d COMMON END NAIL STUD TO SOLE PLATE 4�8d COMMON TOENAIL Z16d COMMON END NAIL DOUBLE STUDS 16d @ 24"0.0, FACE NAIL DOUBLE TOP PLATE 16d@16'0.C. TYPICAL FACE NAIL DOUBLE TOP PLATE 8,16d COMMON LAP SPLICE BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL RIM JOIST To TOP PLATE 8d Q 6-1 O.C. T08NAIL ;7, TOP PLATE, LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL CONTINUOUS HEADER,TWO PIECES 16d COMMON 16"O.C.ALONG EDGE CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL CEILING JOISTS OVER PARTITIONS 3-16d COMM MIN.,TABLE 2308.10.4.1 FACE NAIL CEILING JOISTS TO PARALLEL RAFTER$ 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL PAPT9MA TO Pf ATr 3,GA el^AAIA ki i4z, IOU_�Ivliv"Iv TOE N All BUILT-UP CORNER STUDS 16d COMMON 24"O;C. r I BUILT-UP GIRDERS AND BEAMS 20d COMMON Q 32-O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES COLLAR TIE TO RAFTER 3AOd COMMON FACE NA14 < JACK RAFTER TO HIP 3-10d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2.16d COMMON TOENAIL < JOIST TO JOIST BAND 3_16d COMMON FACE NAIL LEDGER STRIP 3A6d COMMON FACE NAIL WOOD STRUCTURAL PANELS DATEOF SUSFLOOR, ROOF AND WALL SHEATHING TO FRAMING ISSUE if f (NAILS SPACED 0 6"O,C.AT EDGES V OR LESS 6d 15"O.C. EDGES AND INTERMEDIATE 12"O.C� @ INTERMEDIATE SUPPORTS 55/32"TO 19/32' 8d 4" O.C.AT COMPONENT AND CLADDING EDGE STRIP DRAWN BY: EXCEPT 6-0 SUPPORTS WHERE #3, SEE FIGURE 1609.2(c) SPANS ARE 48"OR MORE) 19/32'TO 3141' 8d SINGLE FLOOR 3/4!' 6d SHEET NO, CDATE OF LEVY S-3 C17 I li MLIA5TE AT , ELECTRICAL LEGEND $ SWITCH,SIWILE POLE SWITCH,THREE-WAY SWITC14,FOUR-WAY 5ECONI) FLOOR ELECTRICAL FLAN SWITCH,RSEOSTAT 110V DUPLEX OUTLET (V44 110V DUPLEX OUTLET w/MOUNTIWa WEIC44T ellov DUPLEX OUTLET,WATERPROOF 110v DUPLEX OUTLET,FLOOR MOUNTED 110V DUPLEX OUTLET,CEILINGS MOLNTED 00 wy vuPLEx OUTLET,HALF SWITCHED ON IIOV DUPLEX OUTLET ON DEDICATED CIRCUIT A 220V OUTLET FAMIL -ROOM lcl_ 110V MPLEX OUTLET,ARC FAULT uoy vupLrz)<OUTLET,ARC FAULT,HALF SWITCHED 110Y DUPLEX OUTLET,WI FORC14 JUNCTION BOX DOOR CHIME BUTTON (9 FOOM re--1 DOOR CHIME ral SMOKE /CARBON moNoxioE oeTgcToR 1PATvCOMBINATION PHONE TV OUTLET PHONE TV,CABLE LIGHT FixTuRE,cEILING- MOUNTED L1644T FIXTURE,WALL M"TED cm LIGHT FIXTURE,UNDER CABINET MOUNTED 1.1614T FIXTUFM,2-48" 15I.A.B FLUOK SCENT 6CIRE ENED C.=PANELBOARD,1211 TO TOP L------------------------------------------ k7_1 DISCONNECT,12. To Top EXIST.AHU 4 WJ4,TO --------- Ile. u REMAIN CEILING FAN W/LIWT KIT + AUNDRr z I CEILIWa FAN w/o LIGHT 5TOR GE u' w -2 e *4 EX16TWII LIGHTIW�AND POWER TO REMAIN ELECTRICAL CONTRACTOR SHALL PROVIDE SUMMER 2- COMPLETE SMOKE/CAR ZON MONOXIDE DETECTOR SYSTEM KITCHEN AS KOJIRE0 BY CODE ALL ELECTRICAL WIRIW_*SHALL BE IN ACCORDANCE WITH 209*NATIONAL ISSUE ELECTRIC CODE.PROVIDE ARC-FAULT NEW A/C 12-2S-OS CIRCUIT INTERRUPTERS IN ALL BEDROOMS C4MP PAV PER ARTICLE 210-12. (41 DRAWN BY: SHEET NO, LEVY E�� FIRF FLOOR �LECTfRIGAL PLAN- I LI/ SCALE. 1/411211-011 if AT vu T�z W'C �q Zc g N u7i —T, ��F'1'14 EXISTIN&HOOD DECKS AND PECK FRAMIN69 TO BE REMOVED �;f �J — — —— — — — — — — — — — — — — — — — N i J0 MA&IM SUITE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - KITC;*M INAMILY ROOM IL f q 00,1 tv M91K 15A KASHM DRYER, — — — — — — — — — — — — — — — — T EX15TIN67 AHU 4 RETLRN AIR TO BE RELOCATED F --1 c)4 oo I I 15A-2 I I EXI51'IN& PD5 TO BE 12ININS ROOM RELCCATED cm NOTE: REMOVE — — — — — — — — — — EXISTINC7 WALL FIN15HE5 IN 6ARA6E EXISTIN6(9ARAC7E DOOR TO BE REMOVED A: Al"7 ENTRY �,p �At S: DEMOLITION 016TRUCTION A6 INDICATED I REMOVE EXISTIN19 C IN THE DRAHN95 LHLE95 NOTED OTHERK15E. 2. DEMOLITION WORK 94ALL BE EXEUMED IN EXISTINS FLOOK PLAN -5 AREA5 TO BE REMOVED CONFORMANCE WIT14 ALL COVES AND ORDINANCE A5 5ET FORTH BY ALL 6OVERNIN67AUTHORITIE5. N I-oil SIGALE: 1/4 1 BRAGE ALL EXISTIN9 STRZWRE OR LE PY ' STRZTWAL ELEMENTS, #5 NEGE%ARY VWIN6 DEMOLITION. AJ-L EXISTIN&EXTERIOR 51011467 TO BE REMOVED AND REPLACED �j' IREVEMD FOR CODE COMPLIANCE CITY OFATLANUC BEACH SEEPERMIT'SFORADDITIONAL UIREMENT'S AND CONDITIONS. REVMWM BY. DAM:d-d 6-/0 GD 15 02 - 1 - 2 0 LIN L! T, t 21-4 3-411 -011 op 010' EXISTIN6 PALM SCREEN ENCLOSIJRE STAIRS TO 6RAVE. 7N RISERS WITH '6. ADJLIST AS 10, MIN. TREAL REWIRED. TREAM NOT TO EXUEIP A 15". SHIFT STAIR TO LEFT AS REGUIRED TO CLEAR EXISTINISTREE. s1 4X4 FT POST- MAP RAILINC7 38,11 HOT. TO bXb EXTERIOR 01MR61ON RAILIN& NEK 2X PT HOOD IN "'11 Uli DErIK WROLN212 PORCH +&I 01_19 SOLATUBE SKYLIa-rr5 NEW 2X PT HOOD VEGK EXISITNr;, 'RN 3066 Se, WYOMP FORCH 0OC)R EXISIT% M-1 EXISITN6 MALST1124t SUITH - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---T__L F ]!;j TCoMN INAMIL%( ROOM 'a MSM SA 6I_A% POC, KET 2-2068, DOOR PROVIOM F ---I K UENT Li BY c T_ G 0 15 lu UP c)4 on 51W DA-2 1 1 A) VININS Room 4 f� .......................... lu Li V-4 4-4 _4 — — — — — — — — — — I t 01 STORAQ1. b, a6 ENTRY _j -2 501W BMW LI bi --Oil 24' X 600 RECESS LHXR 100 STAIR IM c J Kq� 41 -LOOR PLAN fm I IRST r 5GAILE: 1/4 -011 50. FT.TAOLLATION NEW r7ARA6E 6,04 SF RENOV. C7ARA6E 48b 5F NOTE: 1?IMEN5ION5 ARE TO FAGE OF ENM 1-1 SF 5HEATHIN6 ON EXTERIOR HALL5 AW TO WVB;?fV PORCH 60 5F FAGE OF FIN15H ON INTERIOR HALL5 5G-RffiMV PORLH 323 SF PORVII 56 SF NEK M5TRSTE W4 5F A1 03 1L,�,�,;��,,,��;��,�,,� 2h2D FXI? 28,26 FXV 2626 FXIP a -2 xm Nol 200 23'-q DATE: 2-1-T-2( THM PLAND AM PM UM OF IMASINE ARCHITE IWC.ANP AM NOT TO 8 .......... �13 MI. El ........... 0 *2'-0" le 2'-0' 40 #4 F --I PXT C+06E L —J ................ R45H EXP05FD EXISTIN6 .......... TF45SE5 BELOK H;Z#P TRLGSES W 1/2" r7YP. W. R45H -A " 7 A 7 HMS di Ux- 4010 FX z :z v 21- 24-0 114" 2-114 246b z .0 U>! z dZi El El z CNI ........... W HOT. < < SA A RAILINC7 21-IN /7!k 01 L 00, k�9 T dZi L U- ,]NIC+E[ ih r�r H keR 29 6L I 1 b I I...... TEMPERE06LA55 dow Pl? 5WWER EWA-05LRE 61-60 CL& TO TAFF ON 41 GULIRR5 bw TRAY MASICIS SUITE SMC.011*0 FLOOR PLAN 5G-ALE: 1/4" = 1'-0" - -- - - - - - - -- - - - - - -- - - - - - NOTE: EAMEN51ON5 ARE TO FAGE OF &1-151 GLC7 15HEATHINC-7 ON EXTERIOR KALL5 AW TO FACE OF FIN15H ON INTERIOR HALL5 ......... -- - - -- - - - - --- - .. . ........... SITTIM cl, Ue 2MO SH 2MO 5H 2&50 �M Y-2�' 3�-2-- .40 JM NOt I c;)- CROWN BY: I THEM MANS AM USE OF IMAOINN ARZHIT INC.AND APR NOT TO I tt All j" 12 TOP OF PILATE Tev-i-i/b, Apr-. _771 F t Ili I 120 X 12" X 2" GAP Ion x 10" X 2" CAP F 50. kV COL. TAPER FIN FL. 2W FL. FROM bo AT BA5E T-5-1/&N A.F.F. TO bN AT TOP TOP OF PILATE 10, x 101, PEDE5TAL 61 TRIM Ll iLJ LL�,__— J, EXIST. FIN. R.. - - - -- - - - - - - - - - - -- - - - - - - -- - - -- - - -- - - - 41 ION -A r-lWNT ELEVATION 5GALE: 1/4" 1'-0" z lu 1z, g j�g lt;iul!i IS1 0- t ;J !;J L u I Llim LL 1 1 11 111 T H L H 111111 11 1 11 111 11111 11111 ARGHITEGTURAL F15ERBLA65 5HIN6LE5 BRACKM DECORATIVE 61 TRIM FIE] FIE]] —t— E I i LLUL bm HINPOK TRJM HITH 21 PROJECT 10 j -4, HEAD TRIM ALL AROUND DECORATIVE TFZELLIS 141 6' CMU &OCK 0 1 RETAININ6 KALI IN 5TUGG0 rimm Li — — —— — — —— — — — — — —— — — -— — — —— — — —— — — —— — — — — — — —— — — —— — — — — — — — — — —— — — — — — —— — — — 4 V i F� Rl"ll 5 1q. Oil�m- H i V Or= ELEVATION JIM NO$ �u 5GALE: 1/4" V-0" CRAM Wr tA DAM via g E 011 ll 41 �W 13 t:iq x W a "41 t!, 'gi i Iff ;,"U0 45� ,T11 iH fV� I lid All g - — —— — — — ——— — — —— — — —— — — —— — — — — —— --— — — —— — — —— — — — "g J tU AIR ELEVATION tu X, -A 5GALE: 1/4" 1'-0" .Afll 11� J, z iz Ph, 15 K 41, iz z tu �Ii, lit 10 .'A A ILLLMLiL 13,11, 0- Utl'j'd ,tr, L LIL11 L-LLLU I C.RICXr:T TOP OF PLATE cl�-HWAFF. LOUVERED SCREENED VENT 12 Ll Ll ARC441TECTUIZAL ta FIBER&A-% fflN6L.Er5 FIN FL. 2W FL. KARDIE-LAP 501% A.F.F. — —— — — ——— — —— — — —-- — — — — — TOP OF PLATE — —— — — —— — — —— — — —-- — — — — — -- --— — — — — -- 41W XFF. bN TRIM 4' TMM ul"; Eti UP SCREEN IN roll METAL FRAME bNxbn Li lit - - -- -- - - -- - - --- - - -- - - bN TRIM —— — —— — — —— — — — — — —— — — —— — - - — — —— — —— — — — — — 12H BAND E30ARD I- 9i, LATTICE 5GREM IN 2N KX FRAME KK own N CHU BLOCK PIER W STV" FIN1514 - MATCA FASTIIN6 LEFT SIVE ELEVATION 5GALE: 1/4" V-0" JMNO: IC7,>—IC.>5 ZPATE: 2-1-1-2alcp 02 200 THWO INLAN15 ARE"M THE EXCoLU94N J Olt OF IMAOINE ARrA1TffrTLN%AL OWN % 1�4.ANP ARM NOT TO 10 FRWR47=1 NO u bm TlqlrKBeD SLA5 HITH 145 CONT. 11-411 H 11-4" V-4' -11-0 J* -7.0 , 2 ol rl — r- L -J I L - - - I I M 4M A 24- 1 1 j I 1 61 X 16" OK PIER IN 2 #5 10'x22" GONT. VERT. FROM FOOTINC7TO TOP. CONCRETE FOOTIN67 FILL GELLS HIT14 COWAETE. W 24510 GONT. (M) L 1. -!!KN 4e A 41-R N11 4 J1, RIAR", J It C40WARM PAD FOOTINC7 W 245 0 EA. WAY. (TYP) EXISTI%OFF 6RAM C.,O%TFWTION FOMATION F— — — — mATrH EXIST. F.F.E. I U- L 0 U- z ri < '01 OF z T z z ION24" GONT. C-MIREM INTMIOR BEARIN& FOOTIN6 W 5450 GONT. (rYPJ a- % L Y- I avEIRPOUR NBq CMRETE FLCOR TH15 AREA - mmai imnNe FIN. FL. ELEV. F -7 00, L % FLWR SLAB OF R.ANT MIX C4MRETE WOO P.S.I. 4' THICK W&6 10/10 6ALICE WEU:)W HIRE MEW OVER 6 MIL. PMYETHYLENE VAPOR 13ARRIER OVER COMPACTED TREATIV FILL. OARLOIIAW T FOUNDATION PLAN W C4-6 bu THICKENED %A5— 5G&E: 1/4" 1'-0" %OPE 21 NTH 145 CONT. V� W CK FOIJ*VA7nON STEMHALL r2 (NOTE: ALL DIMEN51ON5 ARE TO FALE Or- STEMKAW a"l IONX24" CONT. p CONCREM FOonN6 JU W 3450 CONT. M — — — — — —— — — —— — — — — — —— — — — — — — j C14 rSr L JM NOt Ic -Ia5 f Gl) ' S 02 - - 20 0 CKOWN BY: �-MO 23' A -7 PAM: 2-1 -2010 nZ, THM MAND AM FOR THE EXCL UM OP IMASNO ARCHITWTUR.Al.C I W�.AW AM NOT TO W RZPROI R L �T �J 41, P3 PT 04 2XI2 PT DEGK J015T5 24" Or, STAIRS TO 6RADE.1" POSTS TYP. RISERS NTH 10" MIK 0-A 2-2XI2 2-242 2-2XI2 TREA[ro. ADMT AS REGUIRED. TREADS W ----- )T TO EXLEED 150 CN R Tft" , g 2-242 ME or-= A tg H U �A, ij OC 4 I 2X12 PT J015TS 24 011 Q�i T -A EXI5-nNC7 ROOF TRW--6E5 TO BE MODIFIED AND REPAIRED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00, 3 .0 ji fA -a 10, 00 A,V T 11 N tft < -2X4 INSTALL 2 ff -A T (3 0 ul STXG IN EXISTIN6 q INSTALL 2-20 1 00 KALL LHOM BEAM STUDS IN EX15TI% A KALL UNDER BEAM zo - -- - - - -- - - 2 F05 1-3/4 ABOVE PLATE -11F x 16, LVL flu AHU > < fill 3q, !< 1Lf L- - - — - - - - pA— V., AU 2-2X12 -,;,C�� 'd ju )OLIBLE FLOOR JOBTS �q A AT HEAD OF STAIR q, ----------------------411 4- 'A F ig Ail. V Rvc ZD FL -LOOK FKAMI MW r -011 11 ;v 5GALE: 1/4 zt, 3 v, C14 A; Z�413 A SHWT� P 11-3/4' X Ibm LVL C5 ABOVE PLATE R -2X12 2-2XI2 2-2XI2 2 02 - - 20 0 !4 J, CnWAAN BY: k _e �h PATEs THM MAW AM FOR THE UM 01m IMA61141!ARAroHITW INC.AND ARZ NOT TO Be RJ L fla k 4. If 2Xb GEILIN6 JOIST5 241 OG t 00, IV. 2XIO - 2XIO - 2XIO 2 2 2 M N 11 11 11 Rjj 41,1 IV EX15TIN& BEARIN6 Rit AM BEAM KALL Af W H 60 Ak� 0 .K, J L 1, F- at 10 IW F IL IL qL uj > tz lu A El El z T 1U lu Alt m ROOF FRAMIN& NOTES 1. NEK ROCIF FRAMI% TO M 2X CONVENTION& FRME RAFTER5 AW 24" OC, M-E% NOTED OTHEM5E. 2. NEW ROOF FRAMIN6 UJvUR TO EE #2 5PF OR It CM I L I NO JO I ST PLAN 3. NEW ROOF 5OFFIT5,FA--rGIA5,Em.5HALL A,4� MATCH EXISTIN6 RE51DENCE LM-E%NOTED SGALE: 1/4" 1'-0" OTHERK15E. u 4. ROOF 5LOPE 94ALL BE 5/12 atl:55 NOTED cli OTHERK15E ROOF OVB;?+ANr7 SHALL BE 241 FROM FAGE OF FRAMIN(5 FOR HIP AND 6ABLE ROOF5. %J % SHOW. 2XIO 2 - 2XIO 2 2XIO 2 S3 JM NO. PATM 2-1-7-2CPIC) THM PI-ANS AM FOR TM RX0"SIVE I=OF IMAOINM A11110HITIMTMAL=51610 INC.AW ARZ NOT TO IM 110"41M41V 2Xb RAFTER5 24' OG 2 - 2X - 2XIO 2 MO t T - -- - - -- - -- - - - EXISnN600L" EXISTIN6 BEARIN& AND BEAM KALL STROWE BACK AT MID SPAN I n_ PITGH BREAK 2Xb CRICKET tu FRAMIN6 16" OL: A 2X4 OVTRI66ERS lu 2X4 OI)TRI66ER5 24' OC, TYP. R106E 245 OC, TYP. tu F- :0Z lu ku 2X6 RAFTERS ku ILIA, Z51N I 1 24" OG TYP. U, Z Le SLOPE SLOPE , z 5:12 5t12 " lu %) i 2X4 OLFTRI66ERS 24" Or, TYP. 2X4 OUM166EIRS El 241 OC, TYP. 11 IL----------------i Ul ROOF FRAMIN& NOTE-5 I. NEW ROOF MAMIN&TO BE 2X GONVENTIONAL FRAW RAKERS AJV JOISTS 245 OG RUSS NOTED OTHERWISE. 2. NEW ROOF FRAMIN19 LM13ER TO BE #2 SPF OR BETTER. IWOF RAFTER PLAN 3. NEW ROOF SOFFITS,FAWAS,ETG. SHALL MATCH EXIS'nNe RE-SlVENC-.E IXESS NOTED 5G-ALE: 1/4" 1'-0" OTHBRWISE. 4 ROOF SLOPE SHALL BE 5/12 UK-E55 NOTED OTHERNSE ROOF OVERRAN&SHALL BE 24N FROM FAGE OF FRAMIN6 FOR HIP AND 6ABLE ROOFS. ................................. SLOPE 5:12 2X4 OVTRI66ER5 241 OG TYP. M&M DY; kleM 02 - 1 - 200 PAM 2-1-7-2c;plo 2X4 OUTR]66ER!5 TMW M-ANS ARE FOR TM EXC-LMVE 241 Or. TYP. LM Of IMAWM ARCHITWTMAL MMIONS lW—AW ARM NOT TO W RLOPR40U= KARDIE LAP SIDI% OVE9 TYPAR INFILTRATION BAWER OVER'1/16" 05B 5HEATHINC7 bX6 ALUMINUM FLASHIN6 1V 2X6 GRICKET FRAMIN19 '1116" 00%EAVINS 3/4' X 24"W PLYWOOD i9tISSET ON WTH 51DES OF EXISTIN67 WOOD TRUSSES REPAIRED TRU55E5. ATTACH 2X4 STUDS a 161 OL. (SPF#2) 2X4 STUDS 0 Ib" OL. (5PF #2) W 60 NAILS 411 OL. STA66ERED 2X4 UE06M -1/16" OSB%EATHN& '1116" 05B%EATHIN& NEW 2X4 k45 MEMBERS 5/4N T46 PLYWOOD 2X4 PLATE SUB-I"LOOR 2X4 PLATE ME,, S 1-3/4 X Ib LVL 2 PC 2X4 RAFTERS 24' 3/41 T46 PLYWOOD I-N O.C1. IN, -FLOOR SUI3 WOOD FASGIA TO MATCH EXIST. -0' 2X2 NAILER 1-3/4' X 2' Ibm LVL 16, TJI 5bO FHLOOR Ibm TJI 5bO ,.-,,, JOISTS 24" OL. JOISTS 241 OL. 5IMP50N RANCER SEE STRUCTURAL BISINEERS SPE-65 NALL SECTION HALL SECTION of I-oil 1/:2 1 -oil A 142 1 A A 2Xb PLATE 4�; IL STRON6E BACK AT MID lu SPAN OF RAFTERS IL lu FIBERELASS SHIN6LE ROOF > ON " FELT ON IN' 05B SHEATHING ON 2X& RAFTERS z 2411 oL. z < F! < 2X4 STUDS 0 IV OL.(SPF#2) z 2-2XIO BEAMS IL FASGIA AND SOFFIT TO lu MATC44 EXISTING 0- < A 1/21 PLYV4000 2Xb JOISTS 24" OL. SHEATHINC7 1/2, PLYWOOD CEILINC, EXISTINS TRUSSE5 SOFF IT FRAMM lotq im Ap EXISTIN&OVERHAN& TO BE CUT BACK AT AREA MSTIN67 WALLS OF NEW CONSTRXTION P X4 T 4 P05T P1 1 IX COLUMN WRAP TO bXfo FIN15H EXTERIOR ;;pnIU-1 DIMENSION 2XI2 PT LE06M - ATTACH TO EXISTIN6 FOUNDATION WALL W 1121 X b* LAO E30LTS Ibm OL. STA66ERED IX6 TRIM EAST[%FLOOR 2Xb PT WOOD DECK "5� FRAMIN& AND �(q� i_`P, FOUNDATION 2X12 DECK JO 41 15T5 2 OL. p f 2 PC6=2 5LOCK1% V CK LINTEL BLOCK W 1 #4 UNDER 4X4 POST HORIZ. FILL CELLS W C04GRETE b" GMU BLOCK it""I-' FOUNDATION WALL W 1-4 T VERT. 6 4bN OL. FIH N'N� CELLS W C0NGf;ETE HAY p 11, \0�>///1 11 01 X/"X//�X//�>/0� 24" X 24" X 12" COC. N\ X\ P PAD FTC7. W 2 #5 EA. ,X/"X, OXONOOX/1 X\/4 x X\1 N\111 X\11 ic" \\X//X//X// N \�0<10</O</O�/' N\11 n/>0' /01�OK? N NALL seCTION 'Vx 1-0 11 142 1 JM NO: AU PRAM BY: PIAE-0 4_4 '0 "mr' "III, THEM ARE POR THE EX.C4.M use OF IMAOINE AW�HITWT0111LAL OftIONS IW-.AW ARZ NOT TO W 1ReFK0M4= q lvil I t: 0 A 2X RAFTEI-1-5, AND JO15T5 iJ: -70LA 2X6 NOMINAL CEDAR PERC 5EE FRAMIN67PLAN FOR MEMBER5 @ 12" O.G. TJ 1A 51ZE AND 5PAGING7 0; J -7LA5,5 !5HIN6LE5 FIBERC 5IMP50N H25A GLIP OVER 1/16" 056 OVER EACH RAFTER 15# FELT (TYPIGAL) 3 x3"A/5" NA5HER H/ NUT 4' COW,. SLAB 0 3000 PSI W ILA 12 bX6XIOAO kW OVER f, MIL. 2X4 STUD HALL 5 VAPOR BARRIER 1421 THREADED ROD ILI 2-2x4 5YP. NO. 2 09 LOCATIONS SHOM TOP PLATE EXisnN6 COWARETE SL&B ON PI-M OR AND IH TOP OF PLATE EPDXY 6 k -4 IT-1-1/6' A.F.F. Zb I—oil 2 R-50 IN5ULATION 24'W x 14'0 THICKENED > LL_ 'SLAB IN 345 C.M. 2X4 TRAY FRAMIN6 NOOD FA5GIA TO MATCH x COMPACTED X\\� EX15T. -7YP5UM Q 5/b" C -on, ) TREATED ANC -ILL -7 \X//, ,/ BOARD GEILINC r "t VENTED PLYNOOD 5OFFIT TO MATCH EX15T. A� sirwTION 0 THICKENet; SLAB 1/2" 6YP!5lUM BOARD NALL5 MATCH EX15TINC-7 PqOOD It I-oil 06 NOMINAL CEDAR, GRO5513EAM 5/4 1 -7 FRIEZE AND OVERHANC �P N 9 (9" HIDE CEDAR 5RAGKET r O.G. (5PF #2) 2X4 5TUD5 16 w, 4s 4' 2 X b X 211/2" TRIM BOARD -7 -70VER 3/4" T46 PLYNOOD FLOORINC HARDIE LAP 510INC lu TYPAR INFILTRATION BARRIER ON 16" TJI 560 24" O.G. _j OVER7/16" 055 5HEATHINC-7 NJ 16" RIM J015T 1-#5 wN"nNUM IL 4' COWa. SLA13 0 3000 P51 R-1q IN5ULATION IN bXb 10/10 WAF. OVER 6 z IL FINISH 0 L MIL VAPOR BARRIER ell FIN FL. 2ND FL. '-5-10' A.F.F. z z r z COMPACTIED,TREATED FILL TOP OF PLATE ("4 5RACKET r;)r=TA I L z A.F.F. —all Wall 67YP5UM ju BOARD GEILIN6 a- X f 51-0 MON 0 THicKeNerp wee D -oil 1/2" 6YFI50M E30ARD it":P HALL5 -W 2Xb PLATE FIBER6LA95 9iIN6LES ON I PLY FEI-T ON'7/16" 055 SWATHIN6 1/2" THREADED ROD ell LOGATION5, 5HOHN ON PLAN 2Xb RAFTERS@ 241 OL. 2X4 PLATE R-1q IWAL. -7 GOUPLINC NOTE: IN!5ET FRAMINC 2X4 5nM 24, OL. W: 1/2" FROM FACE OF IX6 BLOCKIN6 R-11 INSIJL. FOUNDATION HALL TYP. EXP05FD MSTIN67 2x(o 5YP. NO. 2 P.T. FASGIA AND SOFFIT TO 2 - 2X& HEADER NRAP W TRU55155 E30TTOM PLATE MATCH EXISTIN6 2X4 1/2, c7yp. 50. N 4N TRIM V b" GMU LINTEL BLOG< H/ 1 #4 HORIZ. FILL CELLS, H/ CONCRETE 2XI2 5TRINC-7ER5 @ Lu 20 STUDS 24" O.C. V 16, O.G. g 1/21 C7YP. EV. 5" GMU BLOG< FOUNDATION HALL H/ 144 VERT. 45" O.G. FILL GELL5 N/ CONCRETE 1011 TREAD5 W 1/211 1;�, —1/2" EXPAN51ON JOINT 10 N051 N 67 e- 141 1 MATCH EX15T. FIN. FL. 1 Iffi" R15ER5 A gj�, /7\ EXISTIN69 TFAF-GE5 EXISTM TRL65E5 G ACTED AND OMP A TR ATED FILL 1d) 345 GONTINUOU51 t NALL SECTION 11 I-oil 142 1 SHIETt -oil f! 2 �jj CD rr;,� SECTION 0 STAIR AALL 5ECT I ON 11 I-oil 5,14 1 ORLAM oy� NOS PATE: 2-M-2001 5/411 11-011 THEM INLANS ARE 180K TM ffXCLMV0 LOB OP MAOINI!AR4H1TWT6WAL=51ONS 1 IW�,AW ARE NOT TO Cle R2PRj0=1V B y 14� -P, �Ifq �j IS "RK - - --- -- Ul ki, r % ... ........... p ......... �E, -R, ... ........... d tg sag-mmew foogzm �64n, 00 wt!,- DOM A, R" Ef", Av, 6 IkA 11 ME, gg� inl'� p, A W TJ, &F % MASICIS SU I Iff - — — — — — — — — — — — — — — — — — — — — — — — — — — — KITC.+M INAMILY RVOM 31 WH -7 MSTR BA w M I'le�',"�mw, F 4 TME FL. PS Lip TO L16flM (D ABOVE L -J on 51W A SA-2 42, u- 17ININO ROOM u- L-L-j A09 —0 'Fie r — — — — — — — — — — 0000,0..., F! g 01 44 STORA992 111c; ZNTpty MORM-2 El --�'�2 'n TU13E 2 *=00- ul ISM ISM w 36 H ALL FIXTURES DES16NATED W me EAsnNr7 TO REMAN"CAL) 2-MY SHTChi M INALL SCONCE L04T FIXTURE f=L. 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POOL COMWL . ........... HEI&ff Aff. 1350 SPRNKLER SYSTEM c06ROL 6W WA-THER PRDOF OUTLET - —— — — —— — — —— — — —— — — —— — — - 66PO eARASE DOOR OPEIM ROPE LWW 0 JLWTION 13OX LNm cABm usRnw f LUORESCENT LWHT FDMURE C.ELIW MaWED L16HT FIXRIRE ............ — — — —— — ——— — — —— — KNI MOMW L09 FDMIRE 2'AW n11OFtESWIT CEO Liew FIXTURE REWSSED CaLIW L16HT PANEL FECA55M EYEBALL L09 SITTIN& 5 50 PANEL RECESSED HALL K45HER CBLINS PAN 04ANDELIER, 13HP RECZ55ED CaLoo LOTT- caums Fm W LIOHT MOtSIURE PROOF (>LvSIMACE HOWED LOH VIOLTA,6E L16HT FIX3URE NCYANT LWff RECESSED LOH VOLTA6E JM NO: DLV LIISHT FDMIRE 02 - 1 - 2010 PATR: rHeW PLANS ARE FOR TM r-XOLMVE VW OF IMAOINC AWOHITWTMAL=61" IW_.AW Afft NOT TO OC RZFRADPX4W 4x4 P.T. SYP#2 2x6 OVERFRAME - - - - - - - - - - POST, TYPICAL. S1.2 AFTERS @ 16" O.C. 4) KEYED PLAN NOTES EXISTING (4 PLACES) OVERFRAME LEDGER 1 STRUCTURE FULL HT KINGS & (1)JACK STUDS EA. SIDE OF EACH OPENING. PROVIDE (2) Nw (2)2xl 0 EACH JACK STUD TO SEGMENTED HEADER w/MSTA24. AT GROUND FLOOR (IF (2)2xlO (2)2xlO S 10/S2.0 :J THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE w/SPH4/6 1/2"0 ANCHOR BOLT TO BE PLACED WITHIN 4 OF JACK GROU v fN FLOORS, FASTEN JACKS TO WALL FRAMING BELOW w/ (2)CS16. r AL PORCH FRAMING NOTES Lou Pontigo and DT_1C __3 0 2. PROVIDE MIN. (2) JACK STUDS BETWEEN OPENINGS. FASTEN CONTINUOUS HEADER Associates, Inc, 'Al BEAM TO POST 0 L1j STUDS w/ (2)MSTA24. AT GROUND FLOOR, FASTEN STUDS TO BOTTOM PLATE w/ 0 CD 0 SPH4/6 & '/,"0 ANCHOR BOLT WITHIN 4" OF STUDS (OR LTT20B DIRECTLY). AT (2)MSTA24 w/9-10d EACH END X TUDS TO WALL FRAMING X _j BELOW wl (2)CS1 6. 420 Osceola Avenue ELEVATED FLOORS, FASTEN S _j (0 FOR ADD. INFO jax. Beach, Florida 32250 BEAM TO WALL FRAMING ABOUT DORMER, VI OCKING Ph.242-0908 Fax.241-9557 C) @ STEN BLOCKING EA. END w/SIMPSON A34 CUP. C-11 I Uj 3. OVERFRAME GARLIF PONY WALL OVER ROOF TRUSSES. PRO DE 2x4 BL SEE 7/S2.0, F L:CA#8344 SC:CA#3579 SEE DETAIL 14/S2.1 FOR CONNECTION ISEE ARCH. BETWEEN TRUSSES 0 24" O.C. FA At SEE 7/S2.0, ANCHOR WALL TO FRAMING PER SCHEDULE 1/S1.1- FOR CONN. L -n-sTogyj C BOX BEAM BETWEEN UPPER AND LOWER WINDOW SEE 5/S1.2 CONTACT US WITH YOUR COMMENTS UPPER POST TO LOWER POST (muL FOR CONN. X 04 U) (2)CS16 w/9-8d TO EACH END 4/ COMMENTS @ LP-A.COM r=;z zn;2-- -7 POST TO SLAB I _j 00- ri / < ABU44/66 w/6-16d EA. END OR :z 0 2x10 CE NG '�/Xi All 1! 0 HTT16 w/1-3/4" ROD TO FTG. /11 IXIA 2 2x6 SYP#2 1A i:S A PONTI ROOF JOIST :z 0 @ 24" O.C. (D F 1 6 2 REr a- StNVCTU F-1 FE 5331 VALID ONLY WHEN cr_ (D SIGNATURE IS IN BLUE lNg U) S1 X3 rikis S < REVISIIONS DAT� E R R z 0 EXISTING TIMBER A 11 t'rl I -------- FRAMED WALL II/ IN 11 L HEADEN z 1"'I A .0. 0 EAR LE H 6; U If 0 4� (3)2x4 SYP#2 2x- P.T. SYP#2 P S T THIS END OF N A 9 24 O.0 FASTEN TO EXISTING RELD ALTERATM LVL' BEAM. TIMBER FRAMED WALL V NEW STUD V4"OxV/2 SDS SCREWS CONTRACTOR PONT1GO&ASSOCIATES PRICIR TO w WALL FRAMING MAKING ANY STRUCTURAL FIELD @ 16" O.C. F Q MODIFICATIONS WHCH MAY VARY FROM THE IINTENT OF THE ORIGNAL CONSTRUC1110N DOCUMENTS.ANY FELL)ALTERNAT10N5 MADE PRIOR TO EXISTING EUNG APPROVED BY LOU PONMO a _j > STRUCTURE ASSOCIATE MAYRESULTIN _j ADOMONAL ENGMBaNG OR LIJ NEW TO EXISTING FRAME WALL INSPECTION FEES. t r) U, Iml 2x8 CEILING JOIST 9 .00 < T P?/A X 9) 24" O.0 4 4 CD r �jj jj� z 0 F_ X 'd S �0 DOJBLE GPI AT 7 7 Ld 0 U OF STAIR S1.1 2x4 SPF#2 BLOCKING S1.1 9/si.1, BALLOON FRAME 2x6 SEE SEE 9/S1.1, BETWEEN STUDS & FOR CON fi-ALTERED TRUSSES FOR FOR CONN. N. K ATTACHMENT OF WALL & ROOF SHEATiNG. SECOND FLOOR FRAMING Et CEILING PLAN SCALE: 3119=1 -0 CRICKET AREA ERS .g 0 EXISTING ROOF -2 ALL HEAD BY BUILDER WALL SHEATHING TRUSSESTO BE ARE H6; U.O.N. PER CONST. SPECF. MODI 4-1 (A INSTALL FULL HT. v PRIOR TO INSTALLING FLOOR SYSTEM CONNECTORS j AND SOLID CDX PLYWOOD L GPI-65 IUT316 ADJ. NEW WEB M (2)GPI-65 MIU5.12/16 00 ADD (3)CS16 EA END OF T SW TO BEAM BELOW. LL 12" SYP#2 LUS210 > USE THOSE CONN. (U.O.N) EXISTING STRUCTURES ARE SHOWN ON DRAWINGS L CID FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW V- a. 16" GPI REFERS TO 16" GPI 65 T _X ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE 2x4 SPF#2 STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY AT 16" O.C. PROVIDE 1X8" @ 16" O.C.-"-,,4 FIBERSTRONG RIM BOARD BEFORE BEGINNING NEW CONSTRUCTION OF ANY NEW 2x4 INTERFERENCES AND OR DISCREPANCIES THAT WEB MEMBERS AROUND PERIMETER (TYP.) MIGHT EXIST BETWEEN CONSTRUCTION DO CUMENTS 2X4 PLATE 3/4" STURDI AND/OR ACTUAL FIELD CONDITIONS. THE -FLOOR SUB FLOOR 00 -ENGINEERED ALL EXTERIOR WALLS AT (3)2x6 SYP#2 POST CONTRACTOR SHALL PROVIDE ALL TEMPORARY PLYWOOD SHEATHING 0/ PRE SEE PLAN. THIS LEVEL ARE CONSTRUCTED _% AND FLOOR TRUSSES @ 16" O.C. GLUE AND FASTEN 00 DOUE I UNDER OTH ENDS OF BRACING/SHORING, TEMPORARY SUPPORTS LVL BEAM. OTHER SUCH ITEMS OR OTHER MEASURES OF 2x4 SPF#2 @ 16" O.C. WALL TO TRUSSES w/10d COMMON WIRE N T ALL ASOV MING.(U.O.N.). THIS WALL �LE GP. NECESSARY TO PROTECT THE STRUCTURE AND ANY AILS FRA @ 4" O.C. EDGE AND 4" O.C. FIELD. I L FRAMING COMPLIES WITH THE PERSONNEL DURING CONSTRUCTION. THE DESIGN (A L/120 DEFLECTION CRITERIA ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SHORING AS REQUIRED FOR FLEXIBLE FINISHES. SOLE RESPONSIBILITY OF THE CONTRACTOR. BY CONTRACTOR PRIOR H1 0 OVER r In 0IIING RUSSES. �j Sw Sw 4 SUPPORTS IIST WOOD "I" JC 0 16" O.C, SEE 0 3 PLAN., SOLID PIECE OF Y2" LU DAMING Et CEILING PLAN CDX PLYWOOD FASTEN TO FIRST FLOOR FINJ-% W, SIMPSON HUS26 EACH SIDE OF TRUSS TOP & SCALE: 3/17=-l'-'O w/14-10d TO BEAM BOTTOM CHORD AND 1. SEE 3/S1.1 FOR HEADER SCHE -10d TO EXISTING WITH CONSTRUCTION ADHESIVE & DULE INFORMATION. & 6 1A -NAILS @ 4" O.C. SHEET INDIEK TRUSS. 0.113x2" GUN S1.0 FOUNDATION PLAN sm 1ST & 2ND FLOOR FRAMING '4� SECTION Of S1.2 ROOF FRAMING PLAN 1/2 1'-0" SCALE: S2.0 GENERAL SPECS. STD. FRAMING DETAIL di TYPICAL TRUSS CONNECTORS FRAMED WALL HEADER SCHEDULE SHEARW ALL SHEATHING NAILING 2x8 SYP#2 LEDGER, UPLIFT ANCHORING SYSTEM DETAILS AND SCHEDULES SEE 9/S2.0 FOR CONN. SW-1: 8d COMMON WIRE 3* O.C. EDGE & 6" D.C. FIELD CONNECTION TO: USP/SIMPSON QUICK-TIE UPLIFT SYMBOL HEADER SIZE MAX. SPAN JACK (U.O.N) KING (U.O.N) UPLIFT FULL HEIGHT ANCHOR SPACING CONVENTIONAL STRAPPING AND SPACING SCHEDULE SCHEDULE (1)H2.5 < 600 H6 (2)2x6 4-4" SW-3: 8d COMMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALLS) NNECTOR M R FF CONVENTIONAL STRAPPING DETAIL 2x4 SPF#2 QUICK-TIE THREADED ROD CONNECTOR A& CONN CTOR En CONNECTOR QQ CO CONNECTOR EL CONNECT OVIDE w/ 2x BLOCKING AT ALL PANEL EDGES. TYPE (2)2x8 6'-4" 1 2 1. PR MSTA24 < 6 LTT20B < 6' CS20 < CONNEC FF (1)H8 (1)HA4 < 620 H8 2x6 SYP#2 @ 16" O.C. A' I EXT. 8-0" O.C. 8" O.C. LSTA12 0 32" CS20 0 32' Spi 0 16" UNt-b rORY MUL11-STORY 2nd LVL KING STUDS DBL. TOP PLATE (1)MTS12 (2)HA4 < 945 H10 (2)2xl 0 8'-4' 1 3 1 AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LONG DIREC11ON 00 NOT SCALE DI&VNISICINS FROM (9)MSTA24 < 12' HTT16 < 12' (2)CS20 < 12' L FRAMING. ali ROOF JOIST IF A DIMENSION IS **8,-0" O.C. 4'-6* O.C. UNCLEAR REFER TO THE FINT. PERPENDICULAR TO WALL STUDS. HEADER (1)HTS1 6 (2)HA4 < 1255 @ 24" O.C. APICHTECTURAL DRAWINGS OR ROOF TRUSS 91 t�A�i ROOF TRUSS, SEE PLAN AND 3. ALL EXTERIOR WALLS ARE SW-3, LION. SIMPSON H3 v '601 t -t �! w/ UPLIFT POST (2)MTS12 (2)MTS12 < 1890 3/4" STURDI-FLOOR FRAMING LEGEND UPLIFT SCHEDULE AT RIGHT. CO NECTOR (2)HTS16 (2)HTS16 < 2510* (TYP) DENOTES EXISTING STRUCTURE '4 (2)HTS20+ (2)HTS24+ PROVIDE SOLID < 4 400** Sw SHEARWALL SEGMENT. BLOCKING BETWEEN (2)MTS12 (2)MTS12 L[ r DESIGN/DRAWN/CHECKED FLOORS. 1Y8" FIBERSTRON PROVIDE QT OR 1/2*0 ROD ADJ. TO CONNECTORS RIM BOARD AROUND CS AOB/LAP 'SEE ABOVtE (2)1/2*0 OR 5/.*0 ROD OR (2)QT OR QT3 OVERFRAME PONY WALL YSTEM O.C. SPACING, PROVIDE SHEARWALL END ANCHORING ---------- ADJ. TO CONNECTORS. SOLE PLATE ANCHORS PERIMETER (TYP.) DATE ADDITIONAL STRAPPING AT r r TIONALLY STRAPPED 0 .17.10 BUILT-UP POST IN THE WALL CONNECTOR AA QTY. OF ANCHORS BETWEEN FULL HT. ANCHORS QIJICK-TIE THREADED ROD CONVEN H, INTERIOR BEARING WALL C ECTOR laa DBL. TOP PLATE ri WALL TYPES SYMBOL ALL LEVELS ALL LEVELS SCALE 2nd LVL WALL SPACING >96' >48* & <96* SPACING IIST LEVEL UPPER LEVEL '2 LWOOD "I" JOIST '11 , 2x4 SY HEADER SIZE, JACK AND KING TO WALL STUD. - TRUSS CONNECTIONS SHOWN ON PLAN SHALL T PROVIDE 18" Ig CS20 HEADER, STUDS TO 1st NOTE, 5/.*0 OR (2)1/,"0 H1722 (3)CS16 @ 16" O.C, SEE PLAN. AS NOTED STUD QUAN11TY. STRAPS APPROX. EQ. CONNECTOR LVL WALL STUDS SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SW-1 (INT. OR EXT. WALL) 3 2 1 SW-1 QT3 OR (2)QT DBL. TOP PL�A E 6" O.C. ROUGH JOB NO. SPACED BETWEEN 5-10d TO HEADER TO OR FRAMING SPREAD STRAPS TO AVOID NAILING CONFLICTS TH FULL HT ANCHOR ADJACENT ANCHORS. LATE JACK STUD CONNECTOR TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY SW-3 QR EXT. WALL 1 1 0 SW-3 QT 'A*0 HTT16 (2)CS16 2x4 SPF#2 0-00098 To ... -4- INT. BRIG. WALL (NON-SW) N/A N/A N/A LEVY-1 X INDICATES ONE STRAP To TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. ,I t", �;t �� BETWEEN ANCHORS 5-PlOP CONNECTOR TOP PLATE FROM EA. OTHER. 1. INSTALL SHEARWALL ANCHORS EACH END OF SHEARWALL. @ 16" O.C. SHEET wit", OVERFRAME ROOF LEDGER HEADER STUD ------- _E 1. SOLE PLATE ANCHORS SHALL BE 1/2"Ox6* Ig (MIN. 31/2" EMBED.) w/ INDICATES TWO STRAPS LOADING CHART NOTE, ROUGH OPENING SEE ARCH. KING STUD TC BETWEEN ANCHORS 11/2"Ox�/�" PLATE WASHERS; DRILLED & EPDXIED OR 1/2"o SIMPSON HD w/ 6" EXISTING TRUSS TO REMAIN CONNECTOR CC FOUNDATION. THESE BEARING NODES CORRELATE WITH THE TRUSS 2. SEE 12/S2.0 FOR END ANCHOR REQUIREMENTS AND ALTERNATES. SECTION 6. PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,..., EMBED. 1 st LVL WALL ""171" KEYED PLAN NOTE ... FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE SCALE: 1/2"=l'-O" SIA STUD TO SILL 2. IF WALL SEGMENT IS CONVENTIONALLY STRAPPED, PROVIDE SOLE PLATE TRUSS ENGINEERING HAVE BEEN DISREGARDED. PLATE ... HEADER OR BEAM LINE LSTA1 2 DETAIL F ANCHORS AT 24* O.C. SHEET 2 OF 4 2 1 X6 AF S E FOOTING LINE EE 7/S2.0 FOR SILL ATTACHMENT. 2x8 SYP#2 ROOF JOI�T 0 16" O.C. e- -7 EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE OVERFRAME LEDGER, IF FULL LENGTH RAFTERS SIMPSON MSTA30 STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY Lou Pontigo and SEE DETAIL 10/S2.0 ARE NOT USED W/ 22-10d @ 16" O.C. BEFORE BEGINNING NEW CONSTRUCTION OF ANY Associates, Inc. CONTARACTOR MAY SPLICE EXTEND EXISTING SW INTERFERENCES AND/OR DISCREPANCIES THAT OVERFRAME GABLE PONY WALL E F RAFTERS OVER THIS PON UNTIL NEW TOID PLATE MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS OVER ROOF TRUSSES. PROVIDE 420 Osceola Avenue 4 WALL. 4-0. AND/OR ACTUAL FIELD CONDITIONS. THE 2x4 BLOCKING BETWEEN TRUSSES jax. Beach, Florida 32250 @ 24" O.C. FASTEN BLOCKING EA. 2x4 SYP#2 CONT. CONTRACTOR SHALL PROVIDE ALL TEMPORARY Ph.242-0908 Fax.241-9557 2x8 SYP#2 ROOF JOIST B END w/SIMPSON A34 CLIP. ANCHOR F L:CA#8344 SC:CA#3579 310 RACING/SHORING, TEMPORARY SUPPORTS AND LEDGER w/(3)0.1 @ 24" O.C. UPLIFT CONNECTOR CONTACT US WITH YOUR COMMENTS T OF THER SUCH ITEMS OR OTHER MEASURES FOR ATTACHMENT OF 0 WALL TO FRAMING PER SCHEDULE SIMPSON PER SCHD ON 1/S2.0 1/S1.1 4-,AT BEAM NECESSARY TO PROTECT THE STRUCTURE AND ANY NEW ROOF SHEATING. uj z MTS12 PERSONNEL DURING CONSTRUCTION. THE DESIGN _j HEADER BEAM - - - - - - - SEE PLAN. ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE U SOLE RESPONSIBILITY OF THE CONTRACTOR. OVE FRAM A 13 < PONY W UNTI 6 P E AILS _"'�'2x6 SYP#2 CEILING JOIST 2 6d N @ 24" O.C. w/6-12d NAILS FEB I MIR X, F @ EA EXISTING ROOF TRUSS wl 01 CUT OVERHANG EA. END OF EA. RAFTER. N NEW FRAMING STUD. - - - - - 1E I bm 2x8 LEDGER ATTACH TO FRAMED SEA EXISTING FRAMING I /0.131x YNAILS @ 16" O.C. SEE 9,/S2.0 WALL TO BE REMAIN. DATE) ----------------------------------- @ 4" 0.C. TYP. IF FULL LENTH RAFTERS ARE NOT USED CONTARACTOR MAY SPLICE RAFTERS OVER THIS PONY SECTION WALI 4'-0- '%,�.2 SCALE: 1 1/2"=1'_0" EXISTING -41 STRUCTURE FEM ALTERATION R X 0 I T A 4-12d TOE - -4 C CONTRACTOR SHALL CONrACT LOU _B tt POINT1GO&ASS00A TES PRIOR TO Mlz't" MAKING ANY STRUMILRAL FIELD SIMPSON MSTA30 NAILS (2 EA E M LEDG R MODIFICATIONS WHICH MAY VARY w/ 2 f FROM THE INTENT OF THE ORIGINAL 2x4 OUTLOOKER Rji CONSTRUCT10N DOCUNIENTS.ANY OVERFRA G 2-10d @ 16" O.C. SIDE) 2x4 BLOCKING y "i PONY NEW SW UNTIL NEW TOP PLATE @ 24" O.C. FELD ALTERNATIONS MADE PRIOR TO ROOF SHEATHING BEING APPROVED BY LOU PON71GOa HURRICANE CLIP "."'g h, ADDITIONAL ENGINEERM OR PER PLAN H3 @ EACH INSPECTION FEES. 43 OUTLOOKER _*1=kc/ -\CUT OVERHANG EXISTING HEADER BEAM TO BE REMAIN. C14 (2)2x6 SYP#2 DETAIL AT HEADER 411 TOP PLATE ----------------------------------- SIMPSON A35 FRAMING CLIP R" 11-" AT EA. TRUSS (1)SPH4 @ ov 32" OC SIMPSON A35 RIDGE BOARD, I,13 1� HURRICANE 2x6 SPF#2 SEE PLAN. CLIP 6 1 \--n (TYP) STUDS @ 16" O.C. b CONVENTIONAL oc LL o RAFTERS, SEE C14 .�V T:4 f B ROOF FRAMING PLAN. y r3 ALLOON FRAME GABLE END Cn X3 0 3/4 1 0 �.2 SCALE: > LU V 0 0 C ck� DET 11,411,4" i Uj o o C14 o o o o o A SHEATHING CONT. o o o o o o o AT GIRT/VERT C3- 47t� >_ N LU X LLI JOINT. Cn CD z 2x6 SYP No.2 COLLAR TIES w/ UJ 0 co X 8:� 8-12d NAILS EACH END, < < 2x SPF RIPPED TO AT EACH RAFTER. _-P FIT ARCH. DEPTH IF NO JACK STUD IS INSTALLED X Lij NOTE: COLLAR TIE TO BE LOCATED REQUIRED. ----.__TYP. COLLAR TIE, z: NO HIGHER THAN 2/3 THE TOTAL - THEN FASTEN w/ SC35F ON INSIDE DETAIL A SEE 2/S1.2 FACE WITH 6-12d TOE NAILS T&B. HEIGHT OF THE RAFTER RAFTER C-4 BEARING UNDER FRAMED TRAY rCOLLAR TIE DETIAL CEILING, SEE ARCH. 2 BOX BEAM FRAMING/CONNECTION SCALE: 3/4" 1'-0" ��.2 WIDTH OF MEMBERS TO MATCH WIDTH OF WALL FRAMING U S .2 T V 3 (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. S1.2 W/ (2)HTS20. INDEK Sj.O F04JNDATION PLAN 0 A MING PLAN Or-'OF FFNr"% IST & 2ND FLOOR FRAMING sm SCALE: 3/16"=l'-O" AND SHEAR PLANS S1.2 ROOF FRAMING PLAN S2.0 GENERAL SPECS. STD. FRAMING DETAILS WND DESIGN CRITERIA AND Z FRAMING LEGEND COMPONENTS AND CLADDING: BASIC WIND SPEED (ASCE 7-05) ---------120 MPH IMPORTANCE FACTOR--------------1.00 INTERIOR LOAD BEARING WALL MEAN ROOF HEIGHT--------------25.0 FT j, iV;�i ROOF PITCH ----------------- 5/12 BUILDING CATEGORY-------------- 11 DO NOT SCALE DINIENSIONS FROM SYP#2 ROOF JOIST EXPOSURE CATEGORY-------------- C THESE DRAWINGS.IF A DINENSION IS UNCLEAR REFER TO THE ENCLOSURE CLASSIFICATION -----------ENCLOSED ARCHITECTURAL DRAWINGS OR KING POST INTERNAL PRESSURE COEFFICIENT--------- .18 CONTACT THE E.0R. U r N 1N%J 1 r- "u r OVER FRAMING PONY WALL COMPONENTS & CLADDING DESIGN PRESSURES ---------- PLAN NAME TRIBUTARY INTERIOR ED.GE STRIP �PSF): AREA (sf) ZONE (PSF) 6'-6 DESIGN/DRAWN/CHECKED 10 +36.2 -39.3 CS / AOB/LAP +36.2 -48.5 50 +32.4 -35.5 +32.4 -40.9 DATE "J�lt!R� +30. -37.7 02.17.10 8 -33.9 +30.8 SCALE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED 1. ALL FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. AS NOTED 2. LINEAR INTERPOLA11ON IS PERMISSIBLE. JOB NO. LEVY-10-00098 !11T� 3. PLUS PRESSURE AND MINUS SUCTION. SHEET 4. THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. 5. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE S102 RESPONSIBILITY OF THE WINDOW/bOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET 3 OF 4 ........... T I T6P F_ 31 YNAILS Ili I 1,j , , ,�,, ",,,,, I 1I,�,"�1,i�19 ii111f,'f�,'�, I" � -�,- �, ,� I I I I , , I �' � � i ,��", , " - - ,, . -� I 1, - "," � , - I i I:- �I 1;Lm-,.-, ��,,, 7 I -Ili-11 L"., I,, 11 � "I . �,I , I� ,�?�L , - - , , , - :,"I ,i� - - 4ii"w":- I . I �� , �,, 11 — , �, il 1, �?,� � � ,.. "11�, 1� 1� 4", 1 1, ; �,�' —, � �11' 1��11� I � .1 �;;"��, - 'v . 11 , � i,, , � � � ", �, 3 QuIck TIE CONNECTORS, UPUFT, AND FASTENERS I 17, VENTIONAL ROOF I ' � - " ; , - — C2 I "I 4, " I I I 11 � . , N � 11 1- .1 f IE, 1�,1�11 I F -N'fiA :z , , -- ' ING, PER CONVEN11ONAL ii P " 11,.f ,�,' �- , I ,f. , TIAL w/ WIND LOADING - ASCE 7/05 FOR WIND UPLIFT ,�,� � ��`,� ��,, �f,,�1, .�, - UPLIFT � g'! 3, j`�� ,4�;, DESIIGN CWL* 2007 FLORIDA BUILDING CODE - RESIDEN NNECTbR INP JOIST SCHEDULE RO 11 '� j Kld' �,' ,-`I�PI" 2009 SUPPLEMENTS SIGNED NTH A MIN. DE SIMPSON ALT. FASTENERS FLOOR JOIST SCHEDULE CEIL CONVENTIONAL FLOOR FRAMIN FLOOR FRAMING SHALL BE SYP#2 OR I N11 'I ,1�-�.'��1,1�,� ,�� CONDITION OF 5 PSF TOP CHORD AND 5 PSF SYP SPF — BETTER. FLOOR JOIST SHALL BE SIZED IN ACCORDANCE NTH FLOOR JOIST UPLIFT CONNECTOR AND ,I""� A,Ll� - I :� " ALL ROOMS EXCEPT SLEEPING & ATTIC I ��-,',',,,�,�,�, '!�!, , MAXIMUM SPAN I "Jil ,,ji�,i�N"'A,"'k; j I DESIGN LOADS: ACTUAL AND UNIFORM CHORD. REACTIONS CALCULATED FOR THE BEARING HA4 660 528 H3 9-1 Odxl'/," (SJOIST SCHEDULE, (AT RIGHT) LION PROVIDE RIM JOIST CONTINUOUS AROUND ALL 2-12d TOENAILS EACH -- ,� , .�,�%�:-:,"-��`-,I,',' ��,i POINTS OF ROOF TRUSSES SHALL BE REDUCED IN — FLOORS - 30 PSF LIVE LOAD E SIDE OF RAFTER. CONVENTIONAL -+- CONVENTIONAL ,,, , YP #0 024" O.C. 016" O.C. OPENINGS IN FLOOR SYSTEM AND AROUND PERIMETER OF FLOOR. NAIL THE �,i� ,;:vi'.-,','i�:, , ,�; RQQE FLOOR - , , C�5�13�:,, I STRAPPING IF FULL STRAPPING IF FULL ,,, -", " FLOOR RAFTER ill-9.1 FLOOR JOIST TO THE RIM JOISTS w/ 6-16d NAILS. WHERE FLOOR JOIST 2x4 SYP#2 DIA. & HORIZ. f ri"'!�:: / FBC SECTION 1605.3.1.1. MTS12 945 870 MTS12 14-1 Odxl'/2" SPACING MAX. SPAN `1 - , . I 1j, ' ' cd=1.0 2 x 6 12'-g" 1j, .��14`-1 a�I RQQE-LQAWK (cd=1.25) ( 0) SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED (SYP #2) BUTTS INTO BEAMS AND ARE NOT SUPPORTED FROM BELOW BY WALL OR --, ; BRACING 0 24" O.C. BETWEEN HEIGHT ANCHORING HEIGHT ANCHORING ,��A��,,ii`-`� -�', — I i I : I lf','!�� qp � , . TOP CHORD LIVE LOAD 20 psf 40 psf NTH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 -i—xE7 15'-O" 17'-O" BEAM, USE 16go FACE MOUNT JOIST HANGERS SIZED TO MATCH JOIST AND OUTER WALL & FIRST INTERIOR rSYSTEM IS NOT USED. rSYSTEM IS NOT USED. ,� !& 11�11 "o'' I f"A""14 ,,,i, HTS16 1255 22-1 Odxl'/2" 12 10'-9" r- I I I il'' rj �� , ��, . , "; 7 psf (ARCH SHINGLES) 10 Psf AD LOAD. I — INSTALL ACCORDING TO THE MANUFACTURERS SPECIFICATIONS (FILL ALL NAIL D w/ " � !'� 91-9. 2 j::1::0::::p19'-O" 21'-6 TRUSS. TOE NAIL EACH EN I I 1�� J� �I, ` 20 psf (TILE SHINGLES) 0 PSf 2 x 6 16 "" ,`110 -14 L i BOTTOM CHORD LIVE LOAD 10 PSf 5 psf MS36 1835 1468 MSTA36 26-1 Odxl'/2" 3- HOLES). PROVIDE SOLID BLOCKING NAILED THROUGH JOIST INTO END OF FLOOR SHEATHING, I Lou Pontigo and 1 -, " ; 22 4-0.1310" NAILS (TYP) i�, I, --i t �!11 DEFLECTION CRFTERIIA: X1 2 -� 11 4.1,'l;h � -," 1; I " � �"],11, 1 - ,I AD 5 psf — 24 8'-6- - — BLOCKING w/ 4-16d NAILS IN SPANS AS FOLLOWS: SEE SPECIFICATIONS Associates, Inc. �It,,��,-,, n e$ , � �1�1� ��,vif �, ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 11 ,� I I 111. � � I � �'5, ,41 — 0 . ,, �, sceo a venue L� � ; WIRE NAILS EA. END INTO �m 1," - i, "I L' �r�l z� CS16 1830 1464 CS16 28-1 Odxl'/2" 2 x 8 16 12'-10* PROVIDE SOLID BRIDGING AT 2. SPAN 12'-18' (1) ROW I - ,�- ��,P�� -,, — - 0. AN > 19' - (2) ROWS RAFTERS. (TYPICAL) jax. Beac , Florida 32250 � ,,, ',�',i, ,qi, . 24 11,-O" 8' C. 3. SP \\ I `l-CONT. RIBBON 1 I 'id � \" , 1,�tf, jt'il �� MS24 1270 1016 MSTA24 18-1 Odxl'/," 0. AND AT JOIST BEARING ENDS Ph.242-0908 Fax.241-9557 1-1 �2,� 4,� � MATERIAL SPECIFICATIONS: — 12 18'- \ , I I BOARD (TYP) ,, 7 �jjl �,i�'; :fl,4 !�� NOT NAILED TO ROOF RAFTERS. - FL:CA#8344 SO CA#3579 � RIM BOARD. \ \ I I f ;if, �4 I 1��t 11 1 I I FLOOR TRUSSES I "3 � �� 11�,,,' SC35 295 236 A35 12-1 Odxl'/2* 2 x 10 16 16'-l" - . 1, 44 '�i` �,'�lia, — OR JOIST. I - I CONTACT US WITH YOUR COMMENTS ;,�4 -, ,4 �'i '�I, CAST-IN-PLACE CONCRETE.- SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 29------I I -�, * ik, E I ��l ;]� ,fl,��'f , SC35F 500 400 A35F 12-1 Odxl'/2" 24 - 13'-1* 7— ' \, COMMENTS @ LP-A.COM ,,o i,�X,' �f, -1 "I �� FLOOR TRUSS I 1, I ,�� — pi ,�!� iF CONCRETE IN MASONRY UNITS. SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A 12 21'-g" CEILING LINE-/ I " I " I I I OR JOIST. I i, -t � TM C 270). IN ISTS PER !,��',, ,:�� _/ � ,,,,�, �:-,, ,1, I I MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI MEN USING TYPE M OR S MORTAR (AS LS12 715 572 LSTA12 10-8dxCOM. FLOOR JO - , �� , �, �11, I i-1 16 18'-1 O" I I � , �j::,:�� ,' \A 2 x 12 CONVENTIONAL ROOF SCHEDULE ",,, ", , — TABLE AT LEFT. I ACCORDANCE NTH ACI 530, THE 1900 PSI BLOCK IN COMBINAT10N WITH TYPE M OR S MORTAR PRO DES A DESIGN ,,, , - . 11 I I I � ��f 111 l� ,,11 1:.�,i� I FRAMING -I ��! �:, �V �� COMPRESSIVE STRENGTH (fm) OF 1500 PSI. QGT 2217 1773 18-1 Odxl'/2" 15'-5" NG WALL I" 1 , N11 il�, ��` 1� '' ASPHALT SHINGLE CONCRETE TILE WA 11 � ,�-, — I 'E I, LL FRAMI I ,,,� � ,, k , UPLIFT CONNECTOR 0 L 0 1 S A P 0 N I I a p 'I, - I 1,� I ROOF RAF mr- - CONVENTIONAL ROOF FRAM 'a j z,; , �"", - * SEE CONVENTIONAL FLOOR MAXIMUM SPAN MAXIMUM SPAN INGL � �,'T , GROUT. THE GROUT SHALL BE IN ACCORDANCE NTH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE FRAMING IN � 4 - �fi 1� �� -p'L ': QGT2 4050 3240 30-16d (SYP #2) 1. AT CONVENTIONAL FRAMING LOCATED OVER OTHER I �;�, ��;;;;;,�,, I ]� "%- , I OF % PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 — CONSTRUCTION SPECIFICATIONS. 024" O.C. 016" O.C. 024* O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS � I I ,� -,;, ROOF FRAMING, SEE LEDGER BOARD DETAIL 16/S2.1 - -, ""' I 4ti ""i 1 '4 DAYS MEN TESTED IN ACCORDANCE NTH ASTM C 1019. 30-16d .-r. I � � "�`r,-,- '!"I , , — -6" ., 8'-6" 9'-9" (1)H3 DR 4-12d TOE NAIL (1)A35 DR 4-12d TOE NAIL FOR ATTACHMENT OF OVER FRAMED RAFTERS TO MAIN PARALLEL PERPENDICULAR ELB 1 6 2010 1, ' . , , .11 ,� QHD2 4050 3240 ,. �, -� � ,1 kl j REINFORCING STEEL' SHALL BE ASTM A615, GRADE 40. 1 1 RAFTERS. I J,�;j,,,- �,�i� ,1i 2 x 6 9' 11 , � " , �� I- 00!,, 7, 2 x 8 13'-O" 15'-O" 1 V-6" 13'-O* (2)H3 DR 8-12d TOE NAIL (2)A35 211 8-12d TOE NAIL 1� I ,��" � — I I P ��k '.,,, - I �, i ,", � Fi- PE 0 533 , T �,� :jiL I '�, I, 2 x 10 16'-6" 19'-O" 13'-9" 17'-O" (1)MTS12 (2)A35 2. WHEN USING TWO H3 CLIPS ON V/2" WIDE LUMBER, FLOOR SHEATHING SPECIFICATIONS I �, "I .1 - SHALL BE ASTM A992, GRADE 50. - 11 � STRUCTURAL STEEL USP/SIMPSON CONNECTORS, UPLIFT, AND FASTENERS I — I , I 4, "I" jq,�-,-, v, — 2 - I -----T (2)A35 YWOOD SHEATHING, GLUE AND j� , 41,j` � - I '-O- 1 16'-3 19'-9. i I �', ,��' �111;,!I;� 11 x 12 1 19'-O 23 (2)MTS12 PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE -1 ,�� zl �, FROM EA. OTHER. 11 I � '3'L 1'1 I V L D ONIL Y WHEN I � �: �� z"i WELDED WIRE FABRIC (WWF): SHALL BE ASTM Al 85. NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD 1: , ,i il,,,� " UPLIFT SIGNATURE 15 IN BLUE INI< ? : � CONNECTOR FASTENERS � ,��, ,11`��,;�,, ! --- I � � �;�, ,lit''J, � �� L �, "T ��,,!`,!t ,� ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. S'W�SP F � 1 ' AND RAISED SEAL ,,00 I I �" , — i � , "j" �� -- ---� FLOOR TRUSS AT WALL FRAMING , ", I L , 1,�',i�� ': A35 450 450 12-Bdxl / 1� CONVENTIONAL FRAMING DETAIL AND SCHEDULE t 2 — --'*" V ,I �I " j, ,;-,' :,,,11" ,, QT WIRE ROPE: V."O & M."O. GALVANIZED "AIRCRAFT' DESIGNED 709 w/ A MIN. BREAKING STRENGTH OF 7,000lbs. & 1/2" . � I — , 11 � �' ,�' , DATE 1�,I'I L".lr � ill.11�11 , rwvmm I � I�� ,OL�,: ,"��' ,�; 14,0001be. RESPECTFULLY. 1*-�O �, ��, fl!� ,2,1;�� ,,,� H2.5A 600 520 5-8d EA. END ��O � - ,,,, " I 1�,� �8 :� ,; — I . I I I �4 ,, WASHERS: SHALL BE IN ACCORDANCE WITH ASTIM A500 (GRADE B). ... I � 11 I'll ,�11 j I "! � V ,-! 1� ,�!, I 11 I ,�, ),ri, ,�, H8 620 530 5-10dxl.5" EA. END 4-16d EA. SIDE OF FASTEN ALL TOP PLATES TOGETHER 11 I q , , , , -% I �j �, I ; ;:��,� i4q:lf — , , ��! TYPICAL STUD NAILING 0.1310" END NAILS: TYPICAL HEADER NAILING O.131X3" TOE NAILS WOOD FLITCH BEAM: HIOF OR H12F. '/2* CDX PLYWOOD FLITCH. FASTEN w/ CONSTRUCTION ADHESIVE AND NAILED. � �, ,,� N�, , , - , , " � :Ni] 141'k ,i NUTS: SHALL BE IN ACCORDANCE WITH ASTMI A 563 GRADE A HEX. (2) ROWS OF .131x3 0 12" O.C. I I ,, I �.'�, ,§. MTS12 1000 860 7-10&114." EA. END (2) 0 2x4, (3) 0 2x6, (4) 0 2x8. 2X6, 2x8 = (4) NAILS ; � ,�J11 11 - I I I , . . STAGGARD. I �, I -"'� 9. 1� ,ji,��F, — It 2 PLY 3 PLY 4 PLY PARALLAM �, - ,i� 1-1 1�I t I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): LVL, 11" LVL, 2x1O, 2x12 = (6) NAILS . . . . , I �, ,�,,',,'4, "I I, � � . - - - -i PE R. - PER PLAN. I I'll, �,�, � , . — , I if'' , 11 SYP#2 -\ . A --t 4'-O' �11W/ ---I-- I BEAM. I��,, ,�i�M"-, 6"MAX. 6"MAX. DBL I BEAM. BEAM. M 1 . j�q"i, j 1 HTS20 1450 1245 24-10&11/2" EA. END 14" LVL, 14" LVL = (8) NAILS 1 (3) ROWS 5/."O � ��,;, ��,j I TOP PLA �1A ii t; , � �� , � , QUICK TIE, PRODUCTS: '01000' FAST CURE EPDXY , I �i,r,��I �flj I�" `i A I F i 11 , , T i �ij' ',i� 1 I MSTA24 1765 1270 9-10d EA. END 11 11 1 04 BOLTS w/ HEX 1,1� '-.'I , '��t�'1 i / 1-41 11 I 11 I I I I Ill I " , 'H, I zl,R' tw;� SIMPSON STRONG-TIE CO: Wr ACRYLIC-TIE FAST CURE EPDXY — . � 1- . 1-, UPLIFT CONN. LONG ENOUGH-,, ---A 0- NUTS & WASHERS rr- �� ;'J�" - ''i4 - I - A ", j� 'R -10d EA. END TO ENGAGE STUDS. Al -�,I �: AT 24 O.C. I 11 I 11 I t"I I'll�I�� ,, -1 - --*s � � �, I, , jl I - � C 11,��,i'' , - , ."L, — 2 2 FIELD ALTERATION �4,,-o I I METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. ,--� ,I ,1� ;�1�, 1 , � 11'g,ly, V1Im`,�,!,;,; , , , , r � I � 14,11, �.jj , , , � ,, -10d EA. END - I 11, - — TIONAL- I I I I I I I I I I 'I --I- -- tf"i"Ij 9 1 1. , I I I INSTALL ADDI - - �il; il � � , MSTAM24 1465 1270 WALL SHEATHING SPECIFICATION qiw�llj, , � 1, �1�-,, (2) ROWS 16d (3) ROWS 16d (2) ROWS -%"O HEX C CONTRACTOR SHALL CONTACr LOU ;,,!!L_� ' ETAIL 13/S2.1 FOR BOX GIRTS REQUIRED BETWEEN , � � -1� � I ' ' , I SEE D �Ibb, , U� — t 14i m , � , I 11 '--� MIN. 7&", 24/16, APA RATED OSB OR COMMON WIRE COMMON WIRE PONTIGO&ASSOCIATES PRIOR TO ",� 5-'/,"x2-'/4 TITENS FULL HT ANCHORS. P ,I A ,� `L CONSTRUCTION SPECIFICATIONS: I I I�, WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. PLYWOOD SHEATHING, NAIL HEAD THRU BOLTS _ IELD I EA. END 11 I I I I I I I I - WASHERS 0 24* O.C. MODIFCATIONS WHICI-i MAY VARY N,rT�!� - , �!!A,""""" ft 6 - 11---I---I AT 12* O.C. AT 12" O.C. w/ HEX NUTS & MAKING ANY SMUCTLIRAL F ,,, 41 lit`,�, I . L-------- \1 COMMON WIRE AT 6" D.C. EDGE AND 6" EA. SIDE. EA. SIDE. 1�',ii4i 1� � ,[ FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED — �, I �` M11 I IS, 1!�I . — . ---.---- � . ---:::::::: - O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL i " lki3�� ,J'11 ill , TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE 22-10d TO TRUSS ---.---- -- !!, ,,,i, - . , ,1, I� - FELD ALTERNATIONS MADE PRIOR TO 1� I �"I �1 — I -111.0 I 1, SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR MGT JOINTS. AT WALLS NTH STUCCO FINISH, V/9 " WIDE MULTI—PLY "`I �+t i; � BEING APPROVED BY LOU PONTIGO& I . ��1� 1 11-1/2"O ROD TO FTG. PANELS SHALL BE ORIENTED LONG , I Ilk , ?fii-,I i I 13/&" WIDE MULTI—PLY LVIL �� .i�,j,� � � �VA I!, REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS — FASTEN (2) MSTA36 AT / IF HIGH SIDE — ASSOCIA TES MAY RESUL T IN , OF WALL DIRECTION PERPENDICULAR TO WALL STUDS. ADDITIONAL ENGINEERING OR , � - 4,,',�,,j'i�, PROVIDE #3 0 48* D.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR 14-SDS'/,X3" TO TRUSS/BEAM INSIDE FACE OF SHEARWALL- IS A SHEARWALL, INS 'ALL HEAD ,, " ��,,, 1�1 I I TnP� — ROUGH DROPPED , -,,!-,"� A R, PHD5 4685 4380 MINIMUM FASTENER E.E. � i 1A" - 1/2* i 14." "'.. INSPECTION FEES, .1.0 ,�,!'� ,,� 11,� CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. OPENING OR SILL PLATES ,',,,`�,!,� ," ,,-4 1-%"O ROD TO FTG. DBL. 2x BLOCKING IN �JL� , I "J;�.-�:'�,",,j 'I ��,�,�',� I — � .,q;"� " - - (1)2x4 SPF #2 (4)12d TOE NAILS I , ,�, _ -SHEARWALL. 44-4 -- , ,� ,, 1; � " 'i NON FIRST (2) STUDS SPACES (3) ROW OF 10d ,�,;,� -----*N , L — , I�1�41, , REINFORCED CONCRETE: DESIGNED PER ACI 318 LATEST EDITION, f c - 2500 PSI. (COMPRESSIVE STRENGTHS) U.O.N. I A.N�Ii��! !, ��1-,`-,L',, 18-16d TO TRLISS/BEAM — - 4 6'-4- (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS- .-I- . I NAILS 0 B* 0 C. - - e, fl, , HTT16 3480 3080 - F LL HEIGH ANCHORI G . STA - -\ . . ,�,� � �,'-',-X,J�� - ,I "fi�-i -1 1-%"O ROD TO FTG. . GGERED ,�� ,��,,, ��.l,,gi - -1 HOLLOW CONCRETE -4'1 (3)2x4 SYP #2 11 1)A34 + (6)12d TOE NAILS I /- SYSTEM, SEE SCHEDULE a , I,w,,-,�1,�yz wtl MASONRY. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N I — 14 8' 1 , , - " � j.t�,i,�;, . " *:�z C, , � - .�, / (1) ROW OF 1 Od . -1 � . �� 4, , .1 � �','V'�g, 1 -1 � MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. 32-16d TO TRUSS/BEAM I � I � 14 12'-O"l (3)2x6 SYP #2 1(2)A35 + (6)12d TOE NAILS ON 1/S1.1 -/ ;?�t,17 i," -e"1,,� - �� C14 C14 C4 ��,:Ti"" ,� ,�� - — O.C. � q t- " ��,,: �13 "I , � GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN HTT22 JACK AND KING ST IDS, / . . V�0',� p 'i�, ,"",�� I , REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL 1-%"O ROD TO FTC. STAGGERED , 1 �- i-� I — I z IP i,�:ll It ',.,�i�� ftl� EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT NTH - #4 0 4'-O- D.C. MAX. AND AT EACH CORNER, WALL END, 20 AN I I I I I I \ (1) ROW OF 1 Od * * , ,�, A I ROUGH OPENING, PER PL . ,� ��; ,��!�,�,j� �-]' 1 ,� AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSEC11ONS OF PERPENDICULAR MASONRY ELEMENTS -SDS'/.x3" TO TRUSS/BEAM - NAILS 0 4" O.C. I, '![ -,I I , AILING 0.1310" TOE NAILS: -� , — . ,�- ;fl 4-,j� ,,I � � �11�� /.*O ROD TO FIG. . , , I � ;11, g �% I ', ;�, ,,,� �4,-, HDQ8 8325 7210 7 ===[= [(3) 11 2 7 � I � . BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 1 x4, (4) 0 2x6. (5) 0 2x8. - �� 11 , , — SOLE PLATE ANCHORING, . . . I A , 1 11 � �,',�] '�, 'i � I � _U 0 11 '' PT. STP#2 11 - I�I �, �,f 4,� , MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND �,' � ", 1 ,�i '' , P TE � I 11 11 SILL, PLATES-r . I � I . " I L I I - , ��, ,� i PER SCHEDULE ON I/S1.1. � SOLE LA � � ";�,-",:!� �� 111", I VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE — 11 - ii , 11 :��,�� I � I � 11 � LUS28 U IV-- , � 11�:� �, , 1 �, ��1! i, 11 � I A MINIMUM OF 6*. IF THE F001ING ELEVA11ONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD 4-1 Od TO JOIST A I 11 11 � ,i ,,, ,�',�,�, �-� �,��, " 11"! i III 11 II I . M � A 11 I 11 1 � I I A' 1 .4 1 1 �— :1 '_I 'L-.I'j,�, — �� V ''�,i t � ,,, i BE NOTIFIED. .. .. 1. .1 1 2X4 2Z-Q- 2X8 � r� N! : ,i.-� 0-1 ;1 1 'g-!, — NOTES: -ll I' ll �;�J� [�-111,frid�� i't �11�! 111;4-'pl� * , ;- ," . HU410 11, ,, P,1; ,:� k�,' � WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE U H 0 FOUNDATION, SEE PLAN U 1. TYP. CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. �, � ["��'� �: " ' 6-16d TO JOIST , Aill`,� ��,�"",7 ,�� f, , PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT — I �,, !,.'�i�It 7 �� I�-�� j��, �,�1 1"'; � 0 ��,�'i ��''I"A I I I 4t� �.-��,-I ��j " LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF ABU44 2200 15/."O ROD w/ 12-16d EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN WNDOWS 1 CHOR BOLT W/-/ 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS : , , ti,,i, IIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED — 1 8" 1 V2 1 ,�,p� , ji ; i�,�dl,l - '' .,!",,�, ,l 1�, < 4'-4" - (1) ANC _ FROM SOLE �, -�'v V " ! . HOWEVER, ACQ OR NON-DOT BORATE PRESERVA HOR OR < 8'-4" - (2) ANCHORS OR <12'-4- - (3) ANCHORS 11/," PLATE WASHER QRFULL HT. ANCHOR . -1�,',i,"'1i,:1'�)- ,.,�1,��,i �,p!,'�:-! �'.�,-!, "411�� TIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. MAX. "MIN: PLATE BREAK �� ,,� ' ',", ABU66 2300 5/,"O ROD w/ 12-16d 1"L, , ,0 I�`,'� GALVANIZED. IF ACZA PRESERVA ----% BU ! t' L , "I �,��, , ,�4 ILT-UP MEMBER FASTENING r) U --N TYPICAL WALL FRAMING t4 , , , r3 � "11:-� ;�, ,� 1, N, , ,� RETROFIT REBAR/IROID INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, , , ".1 PA51 1690 9-16d (EMBED ANCHOR) ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO 1. REFER TO S1.1 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE. i ;- -,i�, . — �" 'Ll:1'1� ��t" -�";, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND Va" LARGER THAN THREADED ROD SIZE. (U.O.N.) 1-1�0 111-.�O �1, ,11, - - . ,�,j�,, "',� 1, 1. ROOF OR FLOOR BEARING ELEVATION, U.O.N.. ON PLAN. 2. USE SPF#2 OR BETTER FOR ALL WALLS. U- ��,,,�,��l,,�,�,,��,,�',',,��i ;21�, � -TIE 4< ; 1, ,,,, I < , it; �'P , , "' ��, '�:'�,;!,��":` 17,�-`� i SET SIMPSON EPDXY � ,., I", �!�,r 1,, 'i - � ', , SHEATMO SPECIF CATON& — M 00 �, ;' '. : ��, I I , " �,,��3 �", ,., ,� -4,;- r�, �',- I I , , 1;1,15�� Izt,�3 ,- 11 Ir 5 � � t�,.� �� ;� , f � " , �','.,,� — I I `� j, ��, �I f""i,�!!�,,i�,t':" �`4`0,1� � SHINGLE ROOF MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 LTT20B 1 1 1�j 9,I t" 'i,,� UfQf��,� -12i .. -f i4o ,� - 6" O.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- O.C. WITHIN 4'-O- 1-1/,"O ROD TO FIG. — -D I --rA`� I >— .j U I 1 ; ,-�� 3R '�, I '/ � 4 -"� " � , I I .� T �,� ,;'w -0 I I -11 < "I�I 4111"I i �I - , OF ROOF EDGE). LSTA12 805 695 10-10d I I I I / I I I � �,i �,� � � �� I" I - ,� I I I, , WHERE ANCHOR IS �., I I/-`�S) ill Uj �� "gu ,!;' i;�� .1-1 , — �! U11 I ��,�, > D � 3�,I ". "i SPECIFIED ON PLAN h U I t I————— I —————— I I , _ 1705 13-8d I PLAN IX1 ----T- ----HI M, ��, I" �I �t` � ��', �� ,��j TILE R09L MIN. 15/32* 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE CS16 FULL HT ANCHOR TERMINATES w 00 - 1 ADJ TO GIRDER/BEAM � �� " , I, ,.I, I I V � .-V; � V�� -1 & 6- O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O- OF ROOF — �f� i� � �iil,�";E 1" , �� AP * -� ----] ,,�� 'ji-,i, CONVENTIONALLY STIR AT UPPERMOST TOP PLATE LOCATE ANCHOR WITHIN I , 1,1 � i V, I� �� , _ i - 1 I �: F � is ;; il. . I ,�1 ,1JI;j i EDGE). WHERE MAX. ANCHOR ./ NUTAND WASHER. ill ill ,I",; , �A I I ,",T��ejly,��' , , I BRICK LINTEL SCHEDULE & MISC. BRICK SPECIFICATIONS ,[ 6" OF POST. < U '' Yl,1� I: I,"I �;T, � SPACING IS EXCEEDEb-j I I — . �Nlii 'i, i,A�, , ",I 11 �, , � 1111 , 11� ij I /j.", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 8d COMMON WIRE AT 6" O.C. — I ,� R, , U� WALL MIN. 7 / \ /, . \./ -- "i,I. V/__\ V. " � , , k,� \ — / . . . FULL HT. DOUBLE FULL HT. I I I �411�i",!1'JI!,11 �P1,�,; /[\ A\ i I I I /1-, . SOLE PLATE- - - n ", IfIT � �! �: EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. AT WALLS NTH STUCCO FINISH, ANCHOR TOP PLATE.- ANCHOR 1 /6,11 z �,1�,',4'dflv4 , � '"' LINTEL DIMENSION MIN. BRG. MAX. SPAN I � ,,, -�� MT,Aq t , Irl", PANELS SHALL BE ORIENTED LONG DIRECTION PERPENDICULAR TO WALL STUDS. I I I I I I I I j 1, �: 1D-,1-1 -11 . - - I I I 1�= �12 '�,!, ,,-?,�� I I I I I I\\ I I WALL STUD OR . < � , '� ,'-,',�" IPOST, PER "'i,��k�,,�,j,'j-, ` ��', FLOOR OD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- O.C. EDGE & FIELD - '-O' I I - - ,- k 11 11 L3'/2 X31/2 XV, 4 6 1 1 1 1 1 - POST 3" MA SW-1. SW-2, SW' ,5 SW-1 AND SW-3' >- —i ,�:�� I 4 , 1;1 1 - 81-0. — I PLAN WALL STUD X. — 'I ,� , 6 1 1 1 � � � � , L4x3'/2%14 11 I QMj IF USING - I. �,4 �� I- a — OR POST. :2 F %, " �2- I J, , , A 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD I I I I I THREA CONVENTIONAL � ,-` ��t PORCH - I I I I I I I -A- I QUICK TIE. , I� "'i ��, I (A)- FULL HT ANCHORS (A)- UPM 70 LOWER S71M I "j�� L 5 x 31/2"X 1/4 6 10,-o" ,�� ; , , j — I I I I < , ,,� , �� t �i,,R�j %" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6* O.C. EDGE AND FIELD ISOLID BLOCKINGI SW-1: (1) 5W OR (2) 1/2"O ROD SW-1: (3) CS16 STRAPS 2 V� , , I �� i , 4 " 1 6- 12'-O" 1 1 1 1 1 , I - �Of,,,,� ,. 41 -t, , 1-601, , ,, X X, E �: , � - - LEVATION -3: (2) CS16 STRAPS . I — iWITHIN FLOOR -2: (2) %"O ROD SW . , �I,!,�-,,g� ", -4�1-1 WN USE 5/16- HARDIPANEL SHEATHING FASTENED WITH 6d COMMON NAILS OR I I I " I I I . i - 4 . �� SW 1;p �" , , f--, HARDIPANEL WHERE HARDIPANEL SHO I(TYP) .1 : L 7 x 31/2"X 1/4 6- 16'-O" . . .., SW-3: (1) 1/2"O ROD � 11" .14 I I - SHEATHING -1 IS SHOWN. PROVIDE WOOD PANEL 11 I I I I . . f < 00 , � ,.'Ilhk,�!�, 11ga. 11/2"19 GALV. ROOFING NAILS 0 6" D.C. EDGES & FIELD. IF SW — 4- END S71UDS TO IFOUNDATIION I I"it,I �, �,`* . . , 5 I - ; �1 ;�i'LARj;�-[� lr�,�;gt SHEATHING AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL 1. STEEL LINTELS TO BE MINIMAL 36' LINTEL MUST HAVE CORROSION - — — - — — - - —I— -L- — — — — — —1 — I— — — -L C . .. SW-1: HTT22 OR PHD6 � ;�; ij TING OF EPDXY BASED PAINT. I I . FULL - ; 5�- cl� I, .��12,',, I I I I FLOOR TRUSS OR JOIS SW-3: HTT16 OR PHD2 I : " i�" q�', �-I','f —I— — — --I- ANCHOR - m ,��jg,. `1 BLOCKING AT 48" MAX RESISTANT COA HT. I ,." I , —1 , � �ifm;!T � Itir 2. LINTEL MORE THAN 8'-O". SHOULD BE LATERALLY SUPPORTED No,r - I 1 /-6� TYPICAL SHEARWALL ELEVATION 11111� !��,Iffl I��,13��, 'I,!,�, FULL HT. I I I I I I Lt � ijk I AT SILL PLATE PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. ` �i, ';Fn, ., , Xi�� ROOF AND CEILING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT TO EXCEED 6 FT. O.C. wl 1-1/4x3" WD. SCREWS INTO HEADER PROVIDE ANCHOR I I I I AT OPENINGS > 4'-2", 1 IPOST TO 111�0 � Oi oFl,- R`At� SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED - I 'W -,,�11.� 1� a-1 A 1A." VERTICAL SLOTTED HOLE FOR SCREW. TERMINATES i I I I ATTACH TOP PLATE TO I , ,,,,�,I U, � , � A -END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. �R, � E�,`,�1 ��' wqq,, TO BLOCKING NTH PANEL AT FLOOR ZHEADE MATCH I - .... ,, , I ,� ,, I I I " . ,,, :�l 4,I 1, R, 3. BRICK VENEER ATTACHMENT. HORIZONTAL TIES 0 24* O.C., VERT. I FUH HEIGHT ANCHOR INSTALLATION CHART � , I., �,I��,,f !IFAL",] I I YPICA I I _HEADER WITH LSTA12 I POST ABOVE I I , --- "", � , , -10d a ,� 5 "" " ,�� I I I I BENT OVER w/ U ��,19A ,4 � CURVED WALLS: SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED NTH %" CDX PLYWOOD INSTALLED NTH THE I I ,, " I"n TIES 0 12" O.C.. (FOR 11Omph WIND-ZONE VERT. TIES 0 16" O.C.). AT � ,,-;,,,',��M,-��, I I I I INTO TOP PLATE AND I I 1 " '':";l "".. �,Z� 1, V ,,-,- STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL FASTENING SHALL BE WITH 8d I 11 , W`�,,4, . 9 T) 1, - '01 i�!;� " COMMON WIRE NAILS 0 6" D.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED I 11 " , . PROVIDE3/i,"O I I I FULL HT. 11 �j ;A;i "I", ALL OPENINGS SPACE TIES WITHIN 12" OF OPENINGS I 5-10d INTO HEADER. I I (�) @ @ @ ''4�" I 4;,." �:i,1,1 P � 3 �- AND NAILED PER SHEATHING SPECIFICATIONS. WEEP HOLES 0 33" O.C. IMMEDIATELY ABOVE FLASHING. - I I ANCHOR TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT EDGE I I �!11;I, I I I I , lvl ,,-E — I I [ , ��ke Ig", HOLE HOLE HOLE Q� 11 "', , SPEC. DEPTH DISTANCE ---- , : n!1 11112:- V f I I ,T��, 11 ,I"I , I I I , � �Al-1�," Vg�Z I I II 7/.*0 9/16.0 1/4" - - - - �. I� - , � i", � MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL ga BE RESPONSIBLE FOR CONSTRUCTION I I I I i I I I I I QT %"o 3x3x 4 4 2 3 . � ��,- �,,, �,ii�1,i . WOOD MEMBER FASTENING SCHEDULE UON ON PLAW —+ I I I I I I I -q �� I,,� � 1 7/ .0 7/,"O WALL STUDS .4 1 1, 11. liz. 2, . 3x5l/,X'/2* 63/,* 63/,* 2" 3" '-V ;+,,,,,I MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY I I I I I Uj 11 Ujl� �� k1l'', — . QT3 1*0 a �� "' , TRUCT THE WORK IN AT 16" O.C. � I 11 �'j" �; RMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONS SEE TABLE AT RIGHT ; i, 1� �;, �,, SOLE PLATE ANCHORS FOUNDATION NOT SHOWN 1 3 3/,"O I A`I j 6"MAX. FROM .0 /4"O 1 OR TRUSS " I ,; "I'L V - ROD 1 3 1 3 x 3'/,.XV2" 6" 12" 2" 3" � , �, I � /, " , , �:�i�� ; ACCORDANCE WITH THE CONTRACT DOCUMENTS. FASTENOR FOR EPDXY ENBEDMENT .0 �, il i , ��, � �, I. i 1. ��f — 7 7 , ;L� 11 TYPE AND EDGE DISTANCE. KING STUD AT 24" O.C. �I ,�, , � . — I %" RO I 1"o I /."O I /e 1 3 x 3'/,.X'A* 6" 12* 2* 3" — \1 .00 ", — I � 111"�,11�,, '11 iA", LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL TO TO STUD FACE NAIL 2-16d I MONO, STEM ,MONO,STEM I — - : !!�,�,I 7: � ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL — IF SW-1 IS SPECIFIED EACH SIDE OF OPENING, i — --- 'IS I �,q , �j I�,) I ITEMS NOT DESIGNED STUD TO SOLE PLATE TOE NAIL 3-16d T INDEX ", , 11", J �'111'1 � 41 'I",I,, FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAM NG. ' 'I " FULL HEIGHT ANCHORING SYSTEM — (0" SFEE 11 3 - , 1� � �11 - — PROVIDE FULL SHEATHING ABOVE WINDOWS, AND 1` ��1 i�',,,�� 1� -TO-TRUSS 1-1 I I K��q PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS 11 11: NAIL WITH 8d 0 3" O.C. EDGE AND FIELD. I ;i :i " �, h,4 1�1 FACE NAIL 2-16d IF CONVENTIONALLY STRAP, SEE DETAIL 1/S1.1 ' � L� ,- ..� CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TOP PLATE. LAPS/IINTERSECTION — � ;I" )F� TRUSS1 S1.O FOUNDATION PLAN 11 "I t.I" 1z �'ri "" I 1111i E) I V� -, �'? CONT. HEADER, TWO PIECES FACE NAIL 16d*16" D.C. 0 EDGE VERTICAL , Ii! � 11� , - - 1��illl, ' , " 't — SYP#2 LEDGER ATTACH] -+-L "I L '� ' �,4 j, REACTION LEDGER SIZE & NAILING si.1 1ST & 2ND FLOOR FRAMING ,� .1�� 1� ,��1, - TO EACH STU ER �, ;q, % �, n- p I ,,,�, �, � ,��'rs JOIST/TRUSS TO PLATE TOE NAIL 2x6 w/ 5-0.1310' -1 I 1;� , — 3 �, 111�' 11, ��i QUICK TIE ANCHORING SPECIFICATIONS: SCHEDULE BELOW "I �� I ,, , 11 : � I�� ;,4�, CONT. HEADER TO STUD TOE NAIL 3-16d --.---q- LSTA12 0 16" O.0 -LSTA12 0 16" O.0 / 8-0.1310" S1.2 ROOF FRAMING PLAN *1 I -11%;! �1, . HEIG I � , - "T�i` DBL. TOP PLATE.i I i ,�� ! L 1 It' i R 1 41, STA12 0 16" O.0 DBL TOP PLATE. 1251-1540 2x1O w/ 10-0.13lx3" �, � ;� � ,� FULL 11 N 1; �,- THE QUICK ANCHORING SYSTEM SHALL CONSIST OF GALVANIZED *AIRCRAFT' WIRE ROPE NTH THREADED STUD SWEDGES CEILING JOIST TO ROOF RAFTER FACE NAIL 8-0.1310" A—SINGLE LEDGER 11 "I � i I 31 i� �J' Ili 1��, r I A I F 1540-1850 2x12 w/ 12-0.1310* S2.0 GENERAL SPECS. I , " , �If TURED BY QUICK TIE PRODUCTS, INC. JACKSONVIIIF FLORIDA. QUICK TIES SHALL BE ORIENTED (2) �OWS OF 0.131x3 r— I- A H i - ! i �'� ;!� ,-III', -- NAIL , .. .. , fl, -4 11 DOUBLE TOP PLATE FACE 4112 O.C. STAGGERED � ; $�i ,�7� i�!'��l VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. QUICK TIES ARE TO BE INSTALLED AS / � ", � ",'I "i " I�,l — ALWAYS PLACE ------ :: : --N L � E X � �� " INDICATED ON PLAN AND THE ON CENTER SPACING PER SCHEDULE AT BOTTOM OF FRAMING PLAN. HARDWARE HEADER AT 14:�: I 4 � I 1 rg EDGER CONNECTION � . , i I �� 1� � FRAMING NAILS (SIZES) . . . . ATTACH GARAGE DOOR TO . ', , I !� ,� NAIL (SIZES) ROUGH � � -S I L, 4 A � 7- "I _ :I j k� UPRIGHT BUCK EACH SIDE GARAGE HEADER.-A T :: � V,i �j i j 4, �'j 1/4"O (QT) & %-O (QT3) SHALL HAVE A MINIMUM ALLOWABLE CAPACITIES OF 2850# AND 6540#, RECEPTIVELY. QT WIRE MSTA24 FLAT STRAP � 0 OPENING L \1�-O - I , I I f L,I , �1 ��,�,,]�,11 NSIONED TO ELIMINATE THE CONSTRUCTIONAL STRETCH AND RELAXATION INHERENT TO ALL NAIL NAIL � 11 .. 4,41 I NAIL SIZE NAIL SIZE K STUD. I NTH (5) '/,*x 31/2" LAG ,"... GARAGE HE DER. . ',� �� I : I 1� I- ;� ,� It HELICALLY-LAID WIRES AND STRANDS. THE PRETENSIONING FORCES REQUIRED AT INSTALLATION SHALL BE AS RECOMMENDED REF. REF. REFER TO HARDWARE I D. -- �, " I i 1, i,�,i 1 !-� MSTA24 FLAT STRAP I . ,�� BY QUICK-IIE PRODUCTS IN ORDER TO YIELD A RESIDUAL TENSION EQUAL TO THE ABOVE NOTED ALLOWABLE CAPACITIES. LGHA T THIS SHEE'r 2 � R 11 �� o� 8d. 0.131 x 2-1/,* 12d. 0.148 x 3 11 F"1i , !�i: , '/ "I FOR �� ; -" I — 4 NAIL SIZES EACH JACK STUD. 11 , 1. �- � ` , Z < , Y I , , F,i ,� �� 1- , 3' 1 '� � J 1� �1, ,I QUICK TIE INSTALLATION REQUIREMENTS: ALL QUICK TIE ANCHORAGE SHALL BE INSTALLED BY A FACTORY TRAINED AND 1 Od. I 0.1 48 X 3" 16d. 0.162 x 3-1/2-1 1 URB/STEMWALL BELOW 8d COMMON NAILS � ! � , 'i �, �, I I— (2)2x6 JACK STUDS-- - X- : `1� i , I I 11 �, I I : (2)2x6 JACK STUDS AT 3- O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, --I � 11 LICENSED INSTALLER. QUICK TIE MUST BE TENSIONED ACCORDING TO THE DIMENSION INDICATED ON TAG ON EACH QUICK TIE �I " I F � 0 , �, �,� , I " I'll ", � t" P I TIES. (2)2x6 KING STUDS—-- —- .. FASTEN TO ROOF FRAMING BELOW I �� ,,�, AND INSTALLED ACCORDING TO MANUFACTURERS INSTALLATIONS INCLUDED IN EVERY BOX OF QUICK ADD SIMPSON PA51 STRAP WHEN GARAGE WING WALL SECTION (2)2x6 KING STUDS I I" ,� 11 I I I I �; , � IIIII I I I I � � - � GARAGE WING WALL < 3'-6* ....I w/ 4-12d NAILS AT EACH RAFTER. THESE ORA vw�IGS.IF A DIMENSION 15 I I I � , � _iu i . I , I I i� 1 11 EAR I �i , t, ROOF SHEATHING UNaJ= REFER TO THE "I .1 I �� EMBEDDED IN CONC. FILLED STEM SIMPSON PA51 STRAP EMBEDDED IN I ARCHITECTURAL ORA VANGS OR �: I 1�1 11.P . I R " I`- - � . i :i t 'I',fl ,,� ; ,,"jiq SIMPSON PA51 STRAP OVERFRAME RAFTERS, SEE PLAN. si � ", DBL TOP PORCH HEADER, GARAGE THICKENED SLABEDGE. FASTEN . 4, 1 , r ", � �,,'i �, � . ,"i',1 (3)2x STUD CORNER-\ 18-16d NAILS. FULL HEIGHT �f, 4�1 i �N �" PLATE� 0 I � ,� I I i, '' lilq, I I I I " P� ,, � 31 THREADED ROD ANCHORING SPECIFICATIONS: SEE PLAN. �I TO JACKS w/ 18-16d NAILS. ANCHOR . -� � ;1 -,I, . 1� ! .1 f;A'1 33/4" TO 51/,* ,I �Ilfl ,�11 ,,,�. � I �,,��I ; -�, �- P.T. SOLE PLATE-— I—, 2x6 P.T. PLATE PLAN NAME - , , 1� � I LL e- �� ', � - 1;� ORING SYSTEM SHALL CONSIS ED RODS, ORIENTED VERTICALLY AND I SIMPSON H3 w/ 10-8d COMMON W � � NAILS FROM RAFTER TO LEDGER I p:, 11 rp�,� COUPLERS MAY BE USED IN CASES WHERE ONE 11 - r �1 AT GARAGE OPENING. ��i: f`I ,�:: ,!�E�, ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. I � �.��i , �,�,1, AND LEDGER TO ROOF MEMBER. - I fl& I : :1 i�11 CONTINUOUS ROD IS UNFEASIBLE. RODS ARE TO BE INSTALLED AS INDICATED ON PLAN AND THE ON CENTER SPACING PER � DESIGN/DRAWN/CHECKED : i� : � "! 1 16" MIN. EMBED. MAY BE OMITTED I 2x4 SPF#2 I�� ,��"I SCHEDULE AT BOTTOM OF FRAMING PLAN. ABOVE THE TOP PLATE, PROVIDE A 3"x3"x1/4* OR 3"x3"x1/." PLATE WITH ll/,.'O 7] FULL HEIGHT - I i BLOCKING I ,�� ji: r �� " - "F'1�" OF PA51 IN CONC.-_ -// MSTAM24 ALTERNATE FOR PA51 STRAP - MEN OVERFRAME CS / AOB/LAP , I ,� - �'';; I It�11�� TYPICAL) FILLED STEMWA RAFTER LENGTH i �� I : L[" �ji q � 11 WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. ( LL. T ANCHORS ---I (2) MSTAM24 FLAT STRAPS EACH SIDE OF I I L � I I . ��Uj , _0 � DATE �� ri,� SIMPSON HUSC28-2 HANGER LESS THAN 4'-O" lf� i �. � I y : i! 11, �, � I - %w--� T STEMWALL TO JACK STUDS FA \. PRODIDE MTS12 Qfj CS16 DIRECTLY � � , I. , ' � -�- - I � - Is �il , L , I AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 1/4* LARGER THEN THE DIAMETER OF THE THREADED ROD I " / (5) 3/16 TITAN MASONRY MBER.J BETWEEN OVERFRAMING RAFTER 02.17.10 lig :�- � .�I,�'! , , STEMWALL w I $� 11 � I RAI e 6-16d TO WALL FRAMING. I I I :!",: i . "' �� USED. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. RODS MAY BE SLANTED FROM TRUE F— AND ROOF MEMBER. 11 , 1i 4 zl , - t� VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THICKENED SLAB EDGE � �� I , �!, I L ' ICOMMON WIRE NAILS. , �� " ,, . I ,� ! , � ,-j 1- I -11 1- -- -TIGHT CONDITION PLUS ONE-HALF TURN OF A NING. — I THICKENED SLAB I SCALE 1- - , k, �,��i, j L— — — . , ��.,,� �4,�; I : THE UPPERMOST PLATE R THE WASHER TO A SNUG I AS NOTED . , ) `1 �, I 'if �� ,,� :�,I� L L I �, �� I I'��, I . STANDARD WRENCH (APPROXIMATELY 30 ft.-Ibs. OF TORQUE). DUE 70 SHRINKAGE AND COMPRESSION OF BULDIING; OPENING. 11�! I., , I �� -i� ,� � �,�� L- . OPTION Be GARAGE WING-WALL < 3'-6" NO. I ,�,, ! � �, ;, "I � '� CONTRACTOR SHALL R1E71GH7EN NUT 70 30 ft-4bL OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO OPTION A* GARAGE WING-WALL < 3*-6" 'i, ,� �,�11 I �, I 1, ��! q:� �,�,�, INSULA7M FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING i,�L �,T�j"I,� i �5i:!��.,' LEVY-10-00098 , � ,V, � 1, , I�1,1 4�,;, . I"!4� " AFTER DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR OCCUPANCY. GARAGE WNG W PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT illvii 4�� 4:m; -ALL ELEVATION NOTES GARAGE CENTER -WALL ELEVATION -4$-�I��illi �j� I Nff�, I TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. SHEET lii ,1 d �: myj� PORCH BEAM FRAMING 1. STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. ��, 3�, . � Tk, , , ALL THREADED RODS SHALL BE DRILLED AND EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE FROM " �! 1�1...�� 1� IN I I 1, ,� �I 4 "*N I I i� j�� I I,, 3 " $ CENTERLINE OF ROD TO EDGE OF SLAB) OF 2- FOR 2x4 FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT ONNECTION 2. IF GARAGE WIND WALL > V-15", OMIT PA51 STRAP "� � 1� - �,� j . r7 C ,��,,, 11 lj,, ,".1� � , ,��, - , � I �, i -,111� FOR MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL, CMU, AND ICF INSTALLATIONS. TYPICAL GARAGE HEADER/JACK CONNECTION /1-6---\ DECK LEDGER AT OVERFRAME RAFTERS I It- I -11� S2, 0 11�11 . 4� ,,,i it \zoj 3. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. I 111,V I t - E;sq , �-,1, Pli�I i �; 4" 'I II, POST MUST BE NAILED -0j USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS. ETC. NO' -.1 (D \Zl SHEET 1 OF 4 ��,i, 11ir'! . MIN. PER MUL11-PLY NAILING DETAIL ON 4/S2.0. I , �", �,�� "IN - �,;,� \. - , L 11 ,, I � "; 1,1� 1,�� , ��,,,� �1- :; I,- - ; '- L �11 I ,-� ".� I -:. 11 1, i i ,� �M , - , I . '- "I 1� , 111, I 14 , � - i 1, : fl , � �� . - - - - . 4 3, 1 ��,,, , �', , � � ,, � --- , -, I, 1, . ��,� - I � � � -- - -- --