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383 Plaza duplex to sfr 2014 S EM 1 N 0,L E R Ol A D ell ROAD" 4. 0� I)k .."o,clo, (MEAS' UREED' Nr iv- 70 P_ b b p M, zl- Fri 4: F, 7t (J) E4 Tl Z6 _7 M N7 1�3 0 04 15`5 23; -ASURED'� X 1 0 .09' (M fD -M vr �VQ ic 3), 4 F\ REVISIONS BY CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS Wkid Load Notes: Project Data LOT 3/ M.-OCK I I K Coden: Florida Building Code 2010 ASGC--'1�to Square Footage information: LQ 1* 49 LO I' J!") Span Tables for No.2 SYP Rafters Conditioned Space 4,2& SF c BLOCK i I No Ceiling Load-20 pd LL,10puf DL Basic W11nd Speed: 120 mph(Wind Borne Debris Zone) Uncondtioned SpacE SF )0.00' (PLAT) N 83*33`13" E UnenclosedSpace 40S SF SIzF Wo.c. 16"O.C. 24*o.c. Wind Importance Factor 1 1.0 Building Category: 11 Lot Area ry 15 ev SF 40.99' (NIEASURED) 1-5;H W1 W,14-r- _2_XC Wind Exposure: C (Including Wetlands and 20 11-2 Bodies of Water) T wl tit�;w f:��r= cA� 0 Enclosure: -Partially Enclosed Building Project Scope: ----------- Spin Tables for No.2 SYP Rafters-No Ceiling Joist- WA'�;H 5FZ I. PK\-(kr*1:2, wAmpg 14tFA-rvw, 1�4(,-Single Family Dwelling F?-ta UZ1.1,A-r 155 i with Qrywall Ceiling.20 psf LL,15 psf DL Internal Prossure Coefficient GCpI a +.I$ or -.18 Project Area Information: MATNNRY SIZE 16"O.C. 24"o.c. Site Area �Jiw WInd Pressure to Components I Claddings (,0 4vo SF 1 4Av.,dae/House 1 !24, SF End Zone=6' Driveway Cj SF Kk5:M0VF,-I:;) WA,,L L ��WWN r..>A-514 rzt-> 4an,Tables for No.2 SYP Ctillog Joist Lot Coverege I q C-P 1 0/- 20p0LL-,1l0pdDL Zone Effective yAnd areaf r sf) Wind loads(vsf) Structure "eight & Number of Stories: i Mean Roof Height :24 r--r MA-4-a Nog%f ZY A KT- Ui 116"o'c. 24o.c. Positive Sucton rr_ W *.-rUV 14, tFIX 115�rT. 61- M U tFu LL HT. Number of Stories -Z -D "w-_____-r4* Interior Zone 10 +33.4 -36.2 V) 20 +31.9 -34.7 I,t# Occupancy Class: ;If < N ka W FLZZ7 R F1 14 154 _Pv ^Wel'k N Wz R�<1-5�rT- 50 +29.9 -32.8 _10 Residential Group R3 19 2X 100 +28.4 7.31.2 C!�,rkF_1 H RO% wHex. W N law I,L_ 500 +24.9 -27.7 Applicable Codes: T-_X7rEfK-,, WA15-T LINE . 04( 77 End Zone 10 +33.4 -44.7 Florida Building Code 2010 00 z Span Tables for No.2 SYP Floor Joist National Electrical Code 2010 6 .00-T WIW1W_J 2 T1 151-Y 20 +31.9 41.8 LA N W-54a L-�> e44,M 91 40 psi LL,116 puf�DL 60 +29.9 -37.8 National Fire Prevention Code 2010 17 cc 0 - 100 +28.4 -34.7 IT4 1=Laqz<5 41; 1�_ so 7- Type of Construction: 0 SIZE 1r O.C. 16"O.C. 240 o.c. C4 IL LOT ell) 1 500 +24.9 -27.7 Type:V1 N W IA*5 I N - - "'.)LOCK, 11 Un-protected 0� Un-sprinkled I=LJ-T LJ P-IjEj7 L.,A� 0 , Wind Zone information: LJ 0 Refer to the Structural Drawings e. gr--rL�^z,- a w 1 ti t--c->w of:?, rc�P;K i3L�1<- u IN. Roof Framl.pq Notes: Materials information: TViO i OF,"( 1., 1 0 Frnri I Neh 00� t�)I 2 T J,_ Concrete(normal weight-28 days) 3000 psi 0 - 1. Clip tafters to each bearing point WA F SST-IMSA clips up to 1W span. Reinforcing bar ASTM A615,Gr6O 0 greater than I O'span use Siirips6n L781 2. Welded Wire Fabric ASTM All 86 PQ Xz 2. All ddgei and valleys shall be one(11)hominal size larger than adjoining r' Hollow Load Bearing CMU ASTM C90,Gr N-I 1-0 atters. Is ro 3. Nall rafWrs to'celling joists wi0i f-.11311%3114"ttails; Anchor Bolts ASTM A307 or A36 C14 7.9' AWS E70 or E60 4. Nail ra*rs t0L plat"with 3-16d common nails. Welds WOO -7,; -1 Q) VIGOD �,F�Z7101 5. All raftem Ud Ceiling idist shall W No.2 or Bt.SYP. Wood Members for Beams and Posts #2 SYP Wood Members for Studs #2 SPF or better Nom Microlam 1.9E ----------- C) Index of Drawings: VAW Z. Sheet A.1 ,�,rrr_ Ld t U) '400.00' (PLA 1) Sheetk.�Z CXANUI .3 83'44'55" W 49.91' (MEASURED) 50.00' (PLAf) Sheet.A.,,:J.. Fc:z>Ut4ci;&-TI0I.4 rt,44, eA.&74 olocoot-If r_>S?'tA1 t4.W I tjl�VW L_ 1_-)L A Z A (eU' Vl�klf U- WAY, 11- 411 -4 -Z I I I 1z U I ep .140 1 IN r7 I- A tv "J. -jA (D(.P (D--) FIER to 14--iTeAP A'. New I "04C�ri4 -ro HA-12*4 V I0 LA 10. 1 1 L4 I , An V4 It 0 10 .1 If\ I t'l -Z A 4-17-1-U o e- 0i 40 1 Wv&"_a _L -r-jf- 40 I T 4 A -7 U L-T ox A!) DRAWN t CHOCKNO -4 M V. .......... DATE F -7 r2 1 10 it I it SCALE A4, JOB No. SECOND FLOON PLAN 1/40.r lIov" SHEET F ST FLOOK PLAN 014 A 10 NOV By OF SHEETS L REVISIONS Eiy 0 Co 0 . U Cc (A 00 N 400 J LU C4 xz >cql 1-0 cc x Ell I --EKE . 2-4-7 . L I- Z: APP11W4 W.__T 40 i-te;;, E:--, r) 16HT rLr_V/,4\Tl0�-] DRAWN �A, CHUCKWO OATS SCALE ff LE�\/A—F I Joe No. n L r,\,/AT 10 F� 1 /4 ILO i /4' _ 11415) P OF SHEETS #- RESAR 5 AT FOP REVISIONS BY #5 REHAR yL 4j AT 'FOP ps, ol _R,� _n C. C. + 0 5 R E.B A R — it li-LINTEL F? R P 8" PRESTRESSED AT BOT AT r U- 1- TEL--- #5 REDAR E8Ar 'I r 8" PIRESTREQ�-'ED f 7 5/8- 7 5 /8" 1 7 3 81 U--LIN VEL _j L F8 8F24 8 F1 6 T ('55)-Z-v�1-4 F,-r- FOR MASONRY 0 P E N I N G'S FOR MAc)'ONRY OPENING':�:)' FOR MAc)ONR'( OPENINGS k� 6— Lc� 1 4 r: ro lo'-o" Fo 16,--o" IL U olr� UL [�)e-TA L 04 z 0 11 . 00 c*4 uwo C4 LU it J 'r (4 U. cli� 0 x 0 r--- q t�F' L L�_ :'VI/ zw Wr 0 Cc> T 0 Ujlz C, 0 rA o 9 r i r i r i r I r I z W1 HAH6vC-P�, k I—,L LU 0 >I 1461 ®r o '(o s cp L-e m 9 te- piz­r 1.N-:15 y w, wA,-r4 12. (Z� WA-Z) 1/211�c*ll LlA4.WL_T* c -7- -r ez, W/ 11;2 11 WAQ4 0, o-r, pe,-;K,.4c-7 Kor<- to'.I ioi.l g::� -r-Y F lz V I a oil 0- H-0 KlIZI E; t5l� 4e W4, U2 47 5 w (i) 11-0A rill, L411A -001,-rK -W gt JIl_ -8 L FIT. cq:)?-%C' 7, -Z P, It TR rz 1-1 6:A--�T F L n 1141" 1 01 mv, "ALL_521 ILI (2) 2XI0 RIPOE BEAM NIY2" PLY. FLITCH A= < f!:e_�_We -rHll*, F,-O-e'r 2>e 0 RAFTER5 <1 CL LU 2X& COLLAR TIE TO K9 t-wo: H I M Nil EX15T. RAFTER N (b) 12cl NA%IL!5 E/'%. END < I 1�C.%tf I �50A T NOTE; ! 1 .1 7- COLLAR TIE TO BE L06ATED NO H16HER THAN THE HEIC7HT OF TOTAL RAFTER C4 IL LAR TIES (T�rPd GOL SGALE: YY 1'-0" V16 t Plop gArlr Sk 4 eVE ZF R:AM 0 VIM r OVERFRAML W 2'x6" SYP 6,0e c2e-rAJ L 7- < IRON W COMMON '�4 0 NAILS a T tv, co ROOF cl:�L.LAr_ -rip_ EXIST. ROOF OVER FRAMIN6 IAV 2Xb SYSTEM SYR No. 2 RAFTERS 0 24" O.C. w ea) 12d COMMON 3 NAILS E&END a 240 O.C. ORAWIP4 EH X IS,-Fl p ---I PC. SIMPSON H2.5 W(b) 2XI2 SYP No. 2 LEDGER. FASTEN TO 8d COMMON RAILS FROM CHUCKMO ROOF THRU PLYPMO DECK W(5) RAFTER TO LEPOER +ICA a-v . .010 x 5 X" PECK, 5CREY6 PV I" 121A. OATIK .`KA5HER5 o EA. EX15T, TRUSS INTERSECTION LEDOER DETAIL AS p&rv_v7 7 @ OVERFRAMIN6 RAFTER ' J 0 13 N(a. SHEIET 49 MA�-J I q11, I X1,- OF bHEr=TB REVISIONS BY vow T -Z.ry L-0 C-,A IFAFTF-F- vv/ le6l Hit-4. (-Z) Z,4 I o re� I u- W/ �Aj vvp.-misd z 04 0 9�0 Clow. T49 bep-l?. 4144 L sr cbet7 ­-�IIL_ 00 0 pliz44 ukr,)i rUr 0? Lu 4.5, x 0 ,0 X evBe_ -rp_P�Pet:7 4 0 - (A w CIO 049 0.j 0 Wiz FiA cn4c'. (A Zw x vie. Is-Z144 Tl Aii 1�141tr_ Woo E!Y-I e_-.-Irl�-1 Cn ra7p 61 -4 OVERHANC75 16" OR LE55 USE 2X4 5,rp OUTLOOKER5 a 24" O.C. PV(0) ad 4 (1) H2.5 gy4 PLYY000 V&XING7-bd bLOCK 5HE-^THIN0 EDrE5 HITHIN 4' Rl"C MiLf- OF 67ABLE F-110 od a 4-PLI.^1 LUCA-: 4 5d o101 OZ,IN FIELD 1 12. 7 4�p -Noa&peo vzip w/,z A.P.A. RATEP 5HEATHiNC? TO MATCH FlU ROI:>F 5HEATHINC7 k H2.5 A Les 2X4 f3W%,CIN6 a4,-oll ffOU tl4 Pt�,,-F 1,/,,4,1 r [,Ai� 0 1/2' THREADED ROD DOUBLE 2X4 NO. 2 SYP TOP PLAtTE. 40 FA5Tt:N PV(2) PONS loci rOMMorj,45 16 11 _j zcdc. F-rcl, o.c. 5TA656EREP N.N.0) MIN, 24" LAP W/ N1 (12) 10d NAIL5 IN LAP. r4 k WINDOW INSTALLATION (METHOD A-1 ) WEATk.IER RESITIVE BARRIER (WRB) APPLIED PRIOR' TO THE WiNDOW INSTALLATION, f FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION- A . STEPS 7HkOUQI VANDOW ALI& INSULATION AS ()W WATER %IIEDDIING FASHVA� STARTING AT THE 6ASEL OF REalo FER COPE 'THE WALL & VMKING 70WARDS SEE 12 INC TOP, INSTALL 1HE Vft 10 TH FACE-V THE SCALANTBE FIBER&LA55 34 X 3" X Y&" THICK SHIEAImNG� FLANGE. Y2" 5HEA�- IN6 ?V BEHIND MOUNTING 5HIN6LES OVER 50# ELEV5 KASKER 4 NUT APPLY S I ILL FLASHING FELT J1.0PLY READ OF SCALM41' AT BACK OF WINDOW CONTINUOUS -14" 056 ROOF DECK. FLANa A SE I WINDOW USING PAN HEAD SCREWS 10 FACKArATE ItISPECrION, NAIL 4" o.r-. ON SEA4 (HE WINDOW FRAME TO 7z UPENINC. APPLY A 398;' NW. Ec*E-_n, loll ox_ IN APPLY BEAD OF SEALANT AT DIA. TO THE 8ACKSJOE 2x-STUDS @ 16-O.C.(U.O.N FIELD (U.O.N) PV act SIDE JAMB$. EXTEND 8 142:' -�Iwf.Hit*) v Tilt: ;mNrjOW APPLY JAMU FLASHING LANCE, IN LINE VAIN ANY //�2x TREATED SILL PLATE IN CEILIN6 -:z R-50 INSULATION OAPPLY DEAD Of SEA.LMI PRE-TUNCHED HWS OR SLOTS, (SEE TYPICAL WALL SECTION TRU55-TO-PI_AT Ar 14EAD DOU13LE 2X4 NO. 2 5YP TOP PLATE. APPLY HEAD FLAS"G FLASH FORANCHORAGE) CONNECTOR I ING METAL ORIF 4 ; 1�� 11 FASTEN I^V(2) RON5 10d COMMONS N 1 4*CONCRETE SLAB WITH W SEALANT BEAD OCTKE I I I X r-LA!5HIN6 W11.411.4 WWF OR FIBERMESH 1 24" OJAMB FLASI FLAS141NO AND MOUNTING 16" O.C. 5TA66EREP (U.N.0 ' MIN FLANU. LAP VV(12) 10d NAA.5 IN LAP. APPLY CONT. SEAL 10 THE MOUNTING FLANCES AT THE Toe OICAO) AND SIDES (JAM85) Of WINOOW. EXTEND —-—-—- 2 X e) FASCIA K OREMOVE PRE�IICOSLY 0PLIED SEALAMT AT JAMEIS El 112;' ABOVE TAPC, ALCOWNG WHO TO LAY %xb TRIM ALUM. DRIP 4 ALUM. (DRAT OWR HEAD FLAWIN(;. THE R.O. AT HEAD. EMIJED JA�IU 60UPLF-R FLASHING 114TO SEALANT AND APPLY NEW SHEATHING IAPE ING 6ONT. VENTED OVER DIACONAL CUT SEE FAj11N IN PLACE. (FLA5H BE62 GOES OVER SEALANT). !E3;OFFIT 4�4 THREADED ROD (SEE 'LOOP. DIAGRAM ........ 6 MIL VAPOR BARRIER OVER Z 3(&055 OVER 2 X 6 5PF TREATED AND COMPACTED FILL a 16' o.6. FASTEN 05D VV bd 4" PLAN \/IFA FOR 5PACI��) 0.0. ON FK:)GE5, 10- O.C. IN 11 SECURE WRB V-41" ONE STORY.(2)#5 CONT, < FIELD T`(P. U.O.N. Ir AT HEAD 11-81 TWO STORY-(3)#5 CON T. if LAP 5IDIN45 EXTERIOR FIN15H 11 (SEE ELEWS) O\/ER FLASHING AT HEAD 11 -7pLyv400r,>'- NAIL 4 OWE EXTENDS I" BEYOND 5HEATHiNO VV *3 SECTION- INTERIOR BEARING 15# FELT OR 'TY*I/EK' 5/44 T4C JAMB FLASHING. _�WOOD FRAMED) H0U5EmZAF 0.11L.D. NRAP ...... FLOOR Lj % x 4 TRIM DHEAD FLASHING ---Ell BOTTOM OF THE ------ HEAD FLASHINO AGAINST THE PREVIOUSLY APPLIED 'HING GOES P SEALANT SEALANI (FLA,� OVER 5EALANT).' EXTEND HEAD FLA%IING BEYOND Ao- 4 LA-1 1�w'T EACH IAMO FLASHING. :3 3'XA" riflrl�rv,�H_I_k 4 NUT Z-1 (-re, FASTEN IN PLACE .00' - - - -_ _ 5ILL 13ELOA �UPLAT�E_ 2X 5,L--f3 kk?Op 5jUL).-,,g 16,(;).C,. JN� Hf T_ --r V4,lNr)OA IN 51HALANT A W6 05E) OVER 2 X i�;, 5PF 5Ty5e 46 FLASHING A EXTEND JAIllib FLAFAHING, olb" o.c. FASTEN 055 VV vid 4- 70 OVERLAP SILL JAMB FLASHING 8 112:' if FIELD TYP, WIN.�FUL_L 1-1 T A13OVE ROUGH SILI(;ONE SEALANT IN 51,3" (5 C.C I,i E-I;U L E) It O.C. ON EDOE5 10' O.C. IN FLASHING. 'EXTEND 15ACKE.-, ROD k\ OPENING AT HEAD. MIN 67AP, Tyl- TUCK TOP Of 1tFT,1,LL(2) NNW ,JAMB FLASHING R-11 IN91LATION IN 1'1ALL:-5­--________, UNDER THE FLAP SCALAN T Of NET At THE *2 5YP PT E30TTOM PLATE OF EAPER 4 HEAD. SE A MEMBRANE FLA5HIN6 Y-.,-GCAUI`Lf�R &Of�OMA. JAGr it DRAWN 5TUP ER� / / /Z 5/4 x 4 TRI M SILL FLASHING I fIREADED ROF,5 0 C,4,tj C1', bF_ it C"MCKNO FIN15H 6RAO Z' killill kNO ADJUST WINDOW 10 AC1-fIEVF SGUARE, Y,'T1HRFADEP POE,' RESIS�ANT FASTENERS. FASIEN WINDOW�j PER C--,.V. PLVMEI, AND LEVEL CONDITION. USE (,�OflflOSION 5/4 x 2 TRZIM WINDOW MANUFACTUPER SPECIFICATIONS. TRIM ''1VP MOISTURE.' BAR' I I PIGA4. EA 11 DATK BARRIER (WRB) OPEN016 8 C A L Eui WEATHER RESISTANT LAP 51DIN6 411 NATERPROOP 13,ARRIER it STANDARD MONO FOOTINr_v N AT A 45 DEGREE, ANGLE, CAREFULLY C07 THE 161e, tJ OT I-L-7 T_!I I- ­ l BARRIER ON A DIACONAL. i (2) #5 CONT. To f3EAR ON FIRM 1A GENTLY RAISE THE it TOP-EDCE OF THE ElARRIER UP AND TAPE THE SHEATHIN6 N if UND15TUR-BEr? 501L TOP CORNERS AND CENIZR rO THE EXTERIOR HOUeENRAP 11 1 a 13 C3. WREI SURFACE ABOVE. lil If as it if �400P FLATE INTERIOR VIEW it TOP LEFT CORNER OF WINUOw -it fl�1 TYPIGAL 2-510R"r EXTERIOR, HALL SEGTION 5CALE. N.T,5. _r"OF 1`1_00 5 1 ur.;5 5EE AWA�_'P_A(5i: fq, ��,EE Hf!.AfA-i�5C HE CE �Elz HEAL)ff'z��HETVLE I)E-F^IL5 FOR EMDEGI A- HE'l-AL01/1 JAMB r- 11 I DE"TAIL5 Z-) Lo. T-ODICAL. I-IEAf:-,'EP, DETAIL 7 7- f J J_±=� I LANZ 0 F SHIEETS 'CAL-E: �ur.s. REVISIONS BY _-4............I V.-1 0< (D ) r_� 10 01 rA 4 f-4 AV PH - SECOND FLOOR PLAN '/40-7 . . .......... tu oe"u 9ZEQ-P ELECTRICAL LE r-:3ENED II9)V DUPLEX RECEPTACLE rIW-,Lr= POLE SWITCH 3 WAY 5WITG�l IIOV DUPLEX 112 SWITCHED ll*V' v DUPLEX GRouNr> FAULT SWITCH WITH DIt IIOV DUPLEX, WATER PROOF 0S ��OV RECEPTACLE EXHAUST PAN FAN / LIGHT COMBO COUNTER TOP DUPLEX 4g)r RECEPTACLE MOUNTED - 42" A.F.F. 0) JUNCTION BOX 0= FLOOR MOUNT PF-CEPTACLr- 116c' SMOKE DETECTOR L)EDICATED CIRCUIT Ida) CABLE TV CEILING MOUNT INCANDE5CENIF pi-Ic'NE EP D15CONI'lEcr WALL MOUNT INCANDESCENT 0- METER RECESSED' INCANDESCENT TOIAT THE64165TAT DRAWN -WATER PROOF INCANDESCENT SPEAKER CHECKED EYEBALL ELE(�IRICAL f ANEL DATE EXTERIOR FLOOD LIGIAT5 (D CEILING FAN (PRE-ujiRE) FLUORESCENT TUBE SCALE SURFACE OR I-ENDANT mouNr TRACK LIGHTS JOB NO. 1 P"L.AN SHEET OF SHEETS Will ROAD CFCM�J�RLT CIS! 5-HERF.-f RC-ACI) 14; "'D (MEAS' UREDI \Tl 5D f-, cl b > (Ji iS C-) rn �,> r1t) E]K R:z IM jj� -E 130'.C)9' (M-ASURED't N C I\V 0 IT 4 ..........