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379 SKATE RD - ADDITION DRAWINGWSa S IJ7'1G`1}2" E LOT 22 80.65' (PLAT) BLOCK 24 A"LOT' 23 S 07'12'17" iw80CK 24 80.54! (MEASURED). .. fit __ _. .port IME - 2a �• LOT 381LOCK 2+ 14 j. r otqv C4 "i Ch 0) �. OR LOr2 14 �.4 +' LOT ULOCK 24 1 Ca+ 11EiE 4 I BLOCK 27 �as o l SPLIT-LEVEL FRAME ;. a `w w *• . POS IED # 379 JA..'I t �n 1. - In ty .# A,9' It.n" 4fi iry C'q1 t c M A*, j'r{ (a tf. 't tax 1i.0 ra EN1RY.� 3 . APPq ION ' as � :� . � ; . � � •%X` {. 2 � sW�k.�:t.c I ..Mtn+. _ T S -1W (PLAT) S. N ta�.ar (tiEAS4�t�'Uj 80.67' (MEASURED) N 07116'02'" W ' COMMUN,. VELOPMENT 80.65'(PLAT) 9 er, io 1-2 5YF' terrtteor) 0,W1 t#erirlalls: t,�ll lndesx ot` trowt s: - i Concrete (n )rmal weight - IF -28 days} 300(3 psi w..R- h j Reinforcing gar ASTM A6'15 :>f�xt Al G i~ i:#, �rr�L�i: ��t� Pkv,. PlrojeKt InFvr 'i " Welded Wit Fabric ASTM Al 85 :. i� LAM c .l, s ' Anchor Boll" , ASTM A36 ,�- �dLlritr to R f .l Welds 1��1'ic J, 1+ lel-t:' 'T;a•1L ,► AWS E70 or E60 Wood Mem'beams Posts #2 SYP ..ters for b & P () :. ttEE ep Wood AA le,for studs�*.�'t1 - �i i~ i5- I�Ct ! 1' I:c-t Microllat t 1 ir_. m {#2 SYP or better) P PLA 1.9E FROJ C�.T DATA Coroe;ir�e�» . All concrete: to be designed as per ACI 918 latest Edition. Footings 3000 psi Slab can Grade 3000 psi All others. 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shovm on drawings, minimum conc. cover for reinforcin ' Cast agriinst earth 3" g Slab on ;grade Centered w Exposed to earth or weather #6 t hru #11 bars 274 #a tears & smaller 11/211 s✓ - i� "�:� j All reinfbrcinc(shall be held securely in position with standard t� vt. F f i"6.44 l accessorie s in accordance with ACI 315 during placemen l{ of concrete. FIBEROLA55 5HINGLE5 OVER 3O# S. Timber; FELT (MATCH EXIST. RENC SIDEE) All wood frarrring shall be fabricated and installed as per AIT 9 & FIURRICANE CLIP- (SEE TRU55 TPI & hlatic.inal Design Specification far Wo d CCONNECTOR 5GHEME) o - General Structural Notes: a 112" 4) X 10' AB, W1.2"X2"X118= WA5HER o 1. Codes: E-4 V7 0 V0 tL Florida Building Code 2014, American Concrete Institute, (� American Institute of Timber Construction. 1:t'G►jCt:c�pIs 2. ' Uve Loads:Addition rind RoModal to "10 Family 1�werl#trx� 11~ac#�1arx� . ��". Roof: psf P 'I f 1r'o jesct Ar*4 lnfoi-ma t ion: 3. mind Load Notes:lFacloting Lot coyorcx f Codes. Florida Building Code 2014 and ASCE-7-10 7+9 S. '-0*. VES OF HEACER t Ultimate Design Wind Speed: 130 mph Addition Add#Adds 1 #5 CANT. Wind Importance Factor: 1- 1.0 Building Category: 11 Fou" Wind Exposure: C j)RPAVF47 : Drty*"Qy 1-1 it r II i Lot. Ckworago� Q Enclosure: Enclosed Building 6ti'uctwre Height 4 Nwrik:i- of storl+ee: 4" C•ONG. SLAB 6X6XW1.4XIo%4 k*4P (OR Internal Pressure Coefficient GCpi - +.18 or -.18 . Ham Roof #'•#DightNwrkw of Stories Wind Pressure to Components/ Claddings (Mean Roof Height 25') p4+ Cr-1 466:�y� FIBER MESH GONC) OVER 6` MIL VAPOR I F'd��ide�'itkil SGA � RSwi+ SLOPE GRADE -----` End Zone - 8 BARRIER OVER CLEAN, WELL ,�ppllcxible� ��: Zane Effective wind area (sf) Wind loads(psf) Florida Dilld Cir 2©14 • �+g . National Ele rtrkol Godo 2011 Positive Suction 14410n0l Firo Prevention Coder 2012 Interior 10 +41.0. 44.5 Types of Comtruetlons 24 x'39.1 -42,6 #5 VERT. 0 48' 50 +36.7 -40.2 tTlr�p�i-otactecl 100 +34.9 -38.3 .. t1,epr,#nk#ed - .. End Zane. 10 +41.0 -54.9 TOP OF FLOOR 20 +39.1 -51.3 Wind Zone Zone lnfr,�im�tlon: 50 +36.7 -46.3 500 wind Zorw (This t) � 100 +34.8 -42.6 i"14ter'1 i Ct►: NOTE; - Corr Oto Olkwmdil iU#ght- 26 0 ) _3000 l - AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 pteworc'N Sar A5TM x4615, Gi-60 Vii•. Allowable Soil Souring;Woldod 2506 psf Hre rubric AST" 165 lith rtirtp�t lti+r�►tilt: 1 01110rn Load Door" ow ASTM Cr 0, Gr N-1; Ar<A r 5oito A5TM A:101 or Aa6 Soil under slab on grade and foundation shall be compacted to 95% Holds i elo or EW modified proctor max. dry density (ASTM D-1857). Contractor shall Woad Mares far �3 49 Pr3OtS 02 SYNsubmit density test report to r)wner or En inn Hood • 1a few. Stvd 9 er, io 1-2 5YF' terrtteor) 0,W1 t#erirlalls: t,�ll lndesx ot` trowt s: - i Concrete (n )rmal weight - IF -28 days} 300(3 psi w..R- h j Reinforcing gar ASTM A6'15 :>f�xt Al G i~ i:#, �rr�L�i: ��t� Pkv,. PlrojeKt InFvr 'i " Welded Wit Fabric ASTM Al 85 :. i� LAM c .l, s ' Anchor Boll" , ASTM A36 ,�- �dLlritr to R f .l Welds 1��1'ic J, 1+ lel-t:' 'T;a•1L ,► AWS E70 or E60 Wood Mem'beams Posts #2 SYP ..ters for b & P () :. ttEE ep Wood AA le,for studs�*.�'t1 - �i i~ i5- I�Ct ! 1' I:c-t Microllat t 1 ir_. m {#2 SYP or better) P PLA 1.9E FROJ C�.T DATA Coroe;ir�e�» . All concrete: to be designed as per ACI 918 latest Edition. Footings 3000 psi Slab can Grade 3000 psi All others. 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shovm on drawings, minimum conc. cover for reinforcin ' Cast agriinst earth 3" g Slab on ;grade Centered w Exposed to earth or weather #6 t hru #11 bars 274 #a tears & smaller 11/211 s✓ - i� "�:� j All reinfbrcinc(shall be held securely in position with standard t� vt. F f i"6.44 l accessorie s in accordance with ACI 315 during placemen l{ of concrete. FIBEROLA55 5HINGLE5 OVER 3O# S. Timber; FELT (MATCH EXIST. RENC SIDEE) All wood frarrring shall be fabricated and installed as per AIT 9 & FIURRICANE CLIP- (SEE TRU55 TPI & hlatic.inal Design Specification far Wo d CCONNECTOR 5GHEME) o - �n Provide temporary top chord bracing until roof sheathingis in p 112" G17X P1-1rWOOD F lace. j io All wood mal'nbers exposed to weathershall be pressure tre ated DECK ry RIN6 Pre-angineerod wood trusses shall comply with Truss Plat ln$titute NAILs a 4" o4.ON , Standard viith proper dead, live and wind loads. Drawings shall be 6' 0.1- IN FIELD MU. N.) signed and sealed by professional engineer registered in the State of F=1 s ' c•rida. f 0 I Provide hurric� 1n8 clips at both ends of each rafter and truss, Iif , The number and size of nails connecting to wood members shall not be 0 4 less than it aQse specified in FE3C 2010 Table 2304.9.1 Fastening ning � ' Schedule. I R50 INSULATION IN CEILING I w fa S . � DOUBLE 2 X 6 NO. 2 SYP TOP PLATE. 5'X 5• X3V THICK M%tER 4 WT � r/IA (V�c'ti;_P � � I (2) 2X CONT. Hoop PLATE zx STuaY'IOOD $TlVS o Ie' or-. 5TUD5 #I O.G. FASTEN 055 V11': 4' O.C. ON a 112" 4) X 10' AB, W1.2"X2"X118= WA5HER o ED6E5, 6 G. IN FIELD E-4 V7 0 V0 tL 32" O.G. (� !- U tt! 1/ 2X,Gp#2 SYP PT BOTTOM PLATE TO STUD -f 0 0 M 00 .� P 'I STUD 56 ovER BOTH I VES OF HEACER t 1 #5 CANT. T � r II ...AGK 5n� 4ERE T1�eAnE RGt7S Q WAVER i&r= W,'C� SPAR TAMW 4" C•ONG. SLAB 6X6XW1.4XIo%4 k*4P (OR i AN NOT OT t'c' uSF� FIBER MESH GONC) OVER 6` MIL VAPOR I �n Provide temporary top chord bracing until roof sheathingis in p 112" G17X P1-1rWOOD F lace. j io All wood mal'nbers exposed to weathershall be pressure tre ated DECK ry RIN6 Pre-angineerod wood trusses shall comply with Truss Plat ln$titute NAILs a 4" o4.ON , Standard viith proper dead, live and wind loads. Drawings shall be 6' 0.1- IN FIELD MU. N.) signed and sealed by professional engineer registered in the State of F=1 s ' c•rida. f 0 I Provide hurric� 1n8 clips at both ends of each rafter and truss, Iif , The number and size of nails connecting to wood members shall not be 0 4 less than it aQse specified in FE3C 2010 Table 2304.9.1 Fastening ning � ' Schedule. I R50 INSULATION IN CEILING I w fa S . � DOUBLE 2 X 6 NO. 2 SYP TOP PLATE. 5'X 5• X3V THICK M%tER 4 WT � r/IA (V�c'ti;_P � � I (2) 2X CONT. Hoop PLATE zx STuaY'IOOD $TlVS o Ie' or-. COUPLER LAX j 1120 G.W.B. f" 34'658 2 X 6 SPF R -ll INSULATION 1N V"IA.LLg .. 1fSTALL 1 t5TR G Y 5TUD5 #I O.G. FASTEN 055 V11': 4' O.C. ON >E - 112" 4) X 10' AB, W1.2"X2"X118= WA5HER o ED6E5, 6 G. IN FIELD 32" O.G. TYP. U.O.N. I 2X,Gp#2 SYP PT BOTTOM PLATE TO STUD W1 tea• PH4 1"V (12) IOd ON EVERY OTHER (2) simpsom STUD 56 ovER BOTH I VES OF HEACER t 1 #5 CANT. T � ...AGK 5n� 4ERE T1�eAnE RGt7S FLASH W -v (.032`) WAVER i&r= W,'C� SPAR TAMW 4" C•ONG. SLAB 6X6XW1.4XIo%4 k*4P (OR i AN NOT OT t'c' uSF� FIBER MESH GONC) OVER 6` MIL VAPOR SLOPE GRADE -----` BARRIER OVER CLEAN, WELL COMPAGTEtJ, g555, It TREATED FILL N E � W1(2) #5 CONT. HORIZ. is 1 #5 VERT. 0 48' t _ TYP. � -1 �_4j TOP OF FLOOR � � r � I r 51 EADEPR00 M 5i 9 1 1 g7L'C7 YifiLL G I TYPiGA1" � MALL aIOPEN N6 p9 ! POP PLATE ® e r r r r r t IF COUPLER LAX j 1120 G.W.B. f" 34'658 2 X 6 SPF R -ll INSULATION 1N V"IA.LLg .. 1fSTALL 1 t5TR G Y 5TUD5 #I O.G. FASTEN 055 V11': 4' O.C. ON '1 1 112" 4) X 10' AB, W1.2"X2"X118= WA5HER o ED6E5, 6 G. IN FIELD 32" O.G. TYP. U.O.N. I 2X,Gp#2 SYP PT BOTTOM PLATE TO STUD W1 tea• PH4 1"V (12) IOd ON EVERY OTHER (2) simpsom STUD 56 ovER BOTH I VES OF HEACER t 1 #5 CANT. T � ...AGK 5n� 4ERE T1�eAnE RGt7S FLASH W -v (.032`) 4" C•ONG. SLAB 6X6XW1.4XIo%4 k*4P (OR AN NOT OT t'c' uSF� FIBER MESH GONC) OVER 6` MIL VAPOR SLOPE GRADE -----` BARRIER OVER CLEAN, WELL COMPAGTEtJ, g555, It TREATED FILL (�16" x 20" MONO FOOTER W1(2) #5 CONT. HORIZ. is #5 VERT. 0 48' t _ TYP. -1 �_4j TOP OF FLOOR KtnpLE rJN& SnVS SEE AJ%4H0RW_e 1.....✓t°J 1/4 `" 1 0 1YPIG6L I-iEA1:7ER DETAiL. . . Q --/ALL: 1/2" DRAWN CHECKED R..i'% -V DATE 6tCA�E Ae o -r e p ,Joe NO, SHEET ( I! '77. ( " ev 'd'�f � � �-311r�1�' o � G�•I�i`�l�iG'i'I v � . � . fico W�� I�rr2 �fl� ��� I�,�*rTd✓' x-20" MONO FOOTER IAV (2) a5 COW. HORIZ. 0) 05 VERT. 0 48" o.c. I TT'P. r t - 4" WIICC,. SLAB 6X(bMI.4XWl.4 IOW (Olk •- ` ! FIBER MESH CANGJ OVER & MIL VAPOR BARRIER OVER CL , WELT. C,0FiFA0TE0; 415%, 4 -T TEP FILL �"6 ' •. , 111 ={ I � ;,4 r;1 v0a tF L, %Z 19> 8 00 VA �' � C i" f•�j I i•�!.it-llla � i lel✓ �Kl� �' .... e-:?, ..��; l �.,�- 'T"I f�.G'r i�`t�l~.I i•.,�,t��'�"�c�1I—� � �~ TWO iL x 12 MONO "TER L J2 `( a Ira% {?,} #rJ CANT. HORPZ. 0 f 1 PIS I g•A t`"`t e;r= L O W CONVENTIONAL FRAME ROOF AREAS - SHINGLE ROODS Span Tables for No, 2 SYP Rafters No Ceiling toad • 20 psf LI, 10psf OL . SIZE 12" owe.-- 6�" . 24* ox: -� - -�-f U ' 1� ..._. iL4_ 8 - -Span Tables for No.2 SYP Rafters - No Ceifing Joist. with Drywall Ceiling .20 psf LL, 15 psf pt. SIZE 12" o.c. 16"" o.c. 24" o.c. �� �•j j0 Span Tablas for No. 2 SYP Ceiling Joist 20 psf LL,10 psf DL rf I ( h I 1 SIZE; 12" o.c 16" ix 24" ox: d — <47 lil:7 a . i Span Tables for No. 2 SYP floor Joist . . 40 psi LL, 10 psf OL f I SIZE i2" ox. 15" a.c. 24' ox - 8 __1 1 ` -1 I.Q411 ( Roof Framing Notes: 1. Clipratters to each bearing peat with S5T- H2.5A clips up to i O' span. I For greater than 10' span rise Simpson LW2. I 2. All ridges and valleys shall be one (1) nominal size larger than adjoining ra 1 3. Mail rafters to ceiling joists with 4 -.131"x 3114" nails. ' d 4. flail rafters to plates with 146d common nails. 1 S. All ratters and ceiling joist shall be No. 3 or lit, SYP. t I8 r -1 rot"T: X I� .i'•J No.2 RAFTERS O 24' OC, _ f }�: f� JJ I- .•'l� ,{ , OVIENF RAAa. W/ 2-y6' SW I w/ 2xe TIES _8 P No.2 COLLAR COMMON • �'tj, • I' I r "r4/ i..n✓•'S f f a[ .��a �` ' ' .A, p W �Ys 2 �� y > a �•�r ir�X PLYWOOD yl v. `� � "� � �° t'-•••� � (� � i � RtiQF SFiEAIitiNG NAILS EACH l END � 2 � OC. %. - . ' �....., . . 1/--�- l M � r [, \ • . 1 ROW ILS 2x8 SYP No.2 LEDGER, COMMON NAILS- FASTEN (EDGER TO ROOF it 3' QC TK9U PLYWOOD DECK W/ 2—;12x3'/•" ROOF GRIP SCREWS W/ V DIA. 'WASHERS AT EACH E%ISTING TRUSS' _..... - UNITY L NT - INTERSECTION OVEWAN65 16" OR LE55 LGE 2X4 SYP IPc SOIMPSON N2:5 BEAM APPROVED0"LOC1KER5 a 24" O.G. YVl (8) 5d 4 (1) H2.5 FROM RAFTER RAFTER T !.EDGER . V4,r�LYr•Icaar� rr>*c�cira�- 8d Bi..OGiC SHERTf-I1NG EPOES WiTf1fN 4' = • RIrIc6+1ArIIc NAltS- OF CvABL.E END 0 O.G. T t 8d 010' O.G. IN FIELD 2 x 4 STUDS 0 16' s e. Na. 2 or et. SPF . CIDP STUDS TOP AND SOrrOM W/ SI;?aM TPP4 i 3e GA. 113" x .i WE= ANCHORS- , �• 32" o.p. e CONCRETE STAB ./ fte. 18x10 91" 011. f1fiVU ESH ROW a Axl. VAPOR BARKER OYER r TKATED A COi1PACTED "A +�`"^�..,� i SCALE: 1/2*. V-00, . M25 ri SIW50K WS212-2" HANSGM or W. e BEAM (C,Or,EALW FLANOW (2) 54HF50N1­115TA24" STP.AP tY157'A'144 or 50. a BEAM wJ G{}I'I l NIJ0ut 6X6 P.T. Sym POST (1YR ALL POST) FOt�'ilt�tO REtNt (�I�C)NC, 2X4 BRACING C 1 - II (715it'W'S d "Aft"" - !I or EQ h'YP. All POST) Il C.ONC.RETE F ATM tXxlsl TNG- FWT1I�dG •. FOORj`i(;`' C:.900F it DOWLE 2X4 NO. 2 SYP TOP PLATTE 11 FASTEN W! (2) ROY,6 IOd COMMONS 16" SEE « rt 11 O.G. 5TA66ERED N.N.OJ MIN. 24" LAP DRILL `,6 l��x 1 d W/ (12) 10d NAILS IN LAP. kiURd��JNTAL _a6 L -:t�To E�CISTING f OOTING • ,-;ZAF'TEER.5-- 5EE -- HURRICANE CLIP - ROOF FRAMIN 6 - l =APIB EJB. SIDE O.G. .,.. .,., `--•-2X6•60LLAR TIES VV {8) 12d NAILS EA. Uj = END NOTE; COLLAR TIE TO 5E LOCATED NO HIGHER THAN. % THE HEI&HT OF TOTAL RAFTER601,L^6 Tic- . _ v Y qp I - 4r J, _,"i I I I I ;- t- WA A-- Ti W. F. --li -e-Y �—� rn.:.._ .,... E ,.............MOA Pi5P' F_ rl 9 T C� j »i' 60 !XATTE 14_ Avfm: 6 1 Gini G w ' `� 22U 77b d O } ffT �5112 E� t� L- EV/"6k\ VA. �V CSM A$ 4 ELECTf'�IU>L PLA�1 1 . A5 t3-C,1.1i1 a1.9 610 lei 1 K; V4 -v IIN I_EvATIUl� EL. EG. LE6END DUPLEX WALL CUTLET I IO -VOLT + CAJAD WALL OUTLET - 110 -VOLT 5NITGHED WALL OUTLET - 110 -VOLT � 220 -VOLT OUTLET INTERRUPTER - 110 VOLT WEATHERPROOF OUTLET - 110 VOLT -QF PHONE TELEVISION CA3LE OUTLET Q GHIME5 5MOKE DETECTOR ELECTRIC PANEL... j� AIG 5ERVIOE D15GONNEGT S1NC7LE-POLE 5WITGH THREE-WAY 5WITCH "W4 FOUR-WAY 511ITCH ' CEILING MOULTED LIGHT WALL MOUNTED LIGHT REGE55ED LIGHT FIXTURE WATERPf200F RECE55ED LI&HT FIXTURE EXHAU5T FAN PREWIRE d BRACE GL(5, FAN W/ LIGHT fa" LED LIC3HT FIXTURE {BY OHNER} NE FLLU UNDER NT LL16HT GLC, 5URFACE MOUNT FLUORE5GENT LIGHT FLOOD LIGH'T5 RECE55ED SPOT -LIGHT FIXTURE -- FAN -LIGHT COMBINATION t r �_ IL f III lir— 111— i" OQT E. L E'VA T' I i 1/411 I 10 11 E7LEVATIO�-4 114 =I �-o FILL CELL 6a OPENING IN 51MP50N M5TA24 5TRAP EX15T 5" CMU HALL FROM 2X IOTO JACK 5TLV5— (1) EA. 51D i ;<I �` t L.I ve r` - (3) 2X 14 6" TAPC ON 16" e...E (2) 2X8 PT 5TUD5 r.. t DETAIL- HE DER O GMU WALL -CTA I9�.� ✓ i` tZAi-T m4z; rrJ E !L pGE, { tit - F IA : 1-12-15a' 4d7, r7 �,--'"est. �A I,4• C�� P. T.2X "AA. L VA OP�T Q'X�F Al4. e m, 4, AL-Tr--A—r 13 tM.-rgo�f2fk ie vel rizrrtwlo W/ C5)*5 1!-W. DRAWN .CHUCKED C-1_14 DATE SCALE J0E3 NO. FA WINDOW [NSTAL LATION (METHOD Q--1) WEATHER RESITIVE'BARRIER (WRB) APPLIED PRIOR' TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. STEPS OIN WATER SHEDDING FASHION, STARTING AT THE BASE Of THE WALL do WORKING TOWARDS IHE TOP. INSTALL THE WRB TO THE FACE OF THE SHEATHING. (a APPLY 5ILL FLASHING APPLY JAMB FLASHING ® APPLY BEAD OF SEALANT AROUND THE PERIMETER OF GTHE BACK SIDE (INTERIOR '/SURFACE) OF WINDOW MOUNTING FLANGE. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY HEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED QFTAPE, ALLOWING WRD TO LAY LAT OVER HEAU FLASHING, APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE. DIAGRAM., SECTION A THROUGH WINDOW JAMB - V_M x8 - FLASHING Square Footage Infortnatlem:. - SEALANT DEAD BETWEEN AFTER INSTALLATION MOUNTING FLANGE AND S (7'iG`U2" E Lor 22 FLASNING. MECHANICALLY JOINED 1C 40.65' (PLAT) BLCCK 24 APPLY A 3 8:" NOdd, DIA. SEAM JUNCTURE. ` LOT 23 S 07'! 2'17" E - MOUNTING FLANGE AROUF{0 1HE.£NTtRE PERJME TER. BLOCK 24 80.54` (MEASURED), " •_ "" PLACE DEAD IN LINT; WETH }tyx,�d yw.ru ' MIR'spffi� tl�xlt►t . 1 �+ ANY PRE -PUNCHED HOLES •' i OR SLg15. N tU' EASGFeENY !y7 `9.6' yr/µ _ _F4ii UtLtN65 .7- - i. `{F,i �' 0.2' �•-^' y Exiting Lot Govasrcaga t' BEYOND JAM3 FLASHING. 7 -It 0t�f$ . '' LCAT 3 _ ct \� BLOCK 2.4 ,3.�+ r Site Area,/ y +9 S . z.7 Ty'�� A; yY c '{v � EXIStN 2X STUB ✓ WO STUD& a I&* O.G. sL�c �' .� of Addtion � Total IQ~t• i 1 7• mi e i 14?wef P, orivaw .. ; _ Lot Co ver -3I"t ; . q'j ( CD Ci structure iot!aht t. Nwmbor or storl": AJC C-4 Ui e 9 a t Liar 2 r PAD : �. • ,i i ,: ,• ekre-`Wi ' -"""-"•'14. L'...�.. = : ; {.rs,cFtET y ir '� LOT 24 Nimbor of Stories BLOCK 2+S I • LOCK Cn SPLIT-LEVEL 00 a, S : w RRAME POSTED 4.379 T F o- i0� cn 0 C9 g Florida 5vitdtra Cicido 201 • &.4 a (9 U_ � x f3 j s.r ( : :, c" c;Y rZEp yF s, 'V {{ ... 1:10 ,.� . y� 10%cjp* or Conotructlori: a T2ESTHICDOU Uiie OrrYlL� ' Wrr0t0C to 4 J o a 2�0 w4prinklod e ail O O Wind Zone Information-. :aae mw Z" MIS Sr"Q 1 Mater Iia Isa , T84,lIi' (NEAT) ` • GDriG'Oto mal 1+''tol t" SFJ O ) 5000 i i GOUF'ir'i2 Reinforclrrg ter' ASTM A615, Gr&0 5LFCL !^lee14:14111d I re+ ,robr'io ASTH 185 ' " i N -07'15`44" W .. ,. 80.67' (MEASURED) _ � FJ O7'tT�Nt}2" 11V ire 80.65' (PLA Q SKATE ROAD (4a' R!GTdr OF TWAT) lrwc ax or Prawir eet FA WINDOW [NSTAL LATION (METHOD Q--1) WEATHER RESITIVE'BARRIER (WRB) APPLIED PRIOR' TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. STEPS OIN WATER SHEDDING FASHION, STARTING AT THE BASE Of THE WALL do WORKING TOWARDS IHE TOP. INSTALL THE WRB TO THE FACE OF THE SHEATHING. (a APPLY 5ILL FLASHING APPLY JAMB FLASHING ® APPLY BEAD OF SEALANT AROUND THE PERIMETER OF GTHE BACK SIDE (INTERIOR '/SURFACE) OF WINDOW MOUNTING FLANGE. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY HEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED QFTAPE, ALLOWING WRD TO LAY LAT OVER HEAU FLASHING, APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE. DIAGRAM., SECTION A THROUGH WINDOW JAMB - V_M SAD FLASHING ' SECURE WRBr APPLY A CONT, SEAL ALONG YJ MOUNTING FLANGE AT THE 0 HEAD HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED ,{ BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASNING BEYOND EACH ,AMB FLASHING. FASTEN IN PLACE. �y ADIVIB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 11 1#2;- / \ (22GMMi ABOVE ROUGH 0 ENINUG AT HEAD. } APPLY TAPE AT /rl SEALANT --1 CORNERS 10 TEMPORARILY HOLD • 0 FLASHING 1N PCACE UNTIL WRB IS APP ;ED STEL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION, USE CORROSION. RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SFECIFICARONS. ~� IDWEATHER RESISTAttT i BARRIER (WRB) y AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIACONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND .TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRS SURFACE ABOVE, INTERIOR VIEW " TOP LEFT, CORNER OF WINDOW :Zzf{ f A Fi/ p� i iti a Fll� i 5)4 Fk, -1,_-) tar4--r General structural motes: Florida Building Code 2014, American Concrete Institute, American institute of Timber Construction. lln"i. Uve i..oads.- Roof: 20 psf 3. VVind Lcmad Notes; Codes: Florida. Building Code 2014 and ASCE-7-10 Ultimate Design Wind Speed: 130 mph Wind Importance Factor: l = 1.0 Building Category: It Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi a +18 or -.18 Wind Pressure to Components/ Claddings (Mean Roof Height 26) End Zone = 8 Zone Effective wind area(so Wind loads(sf Positive Suction Interior 10 +41.0. 44.5 20 +39.1 -42.6 50 +36.7 -40,2 100 +34.9 -38.3 End Zone 10 +41,0 -54.9 20 +39.1 -51.3 50 +36.7 -4.6.3 100 +34,9 -42.8 NOTE. AWS Design Pressure Ultimate Pressure x 0.6 or Divide with 1.6 - JUiowable Soil liSearing.- 2500 psf 5- S0111 �'4r+®t' pactiIt m. Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. . MatCe►rials's Concrete (n irmal weight- 28 days) 3000 psi Reinforcing Oar ASTM A615 Weld=ed Wir .- Fabric ASTM Al 85 Anchor Bolt, ASTM A36 Welds AWS E70 or E60 Woad Mem`,ers for beams & Pasts (#2 SYP) Wood Mem aers for studs (#2 SYP or better) Microllam 1.9E +Conorato: All concrete. to be designed as per ACI 318 Latest Edition. Footingrs 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted, Concrete) 50 bar diameter Masonry 48 bar diarbeter Unless shown on drawings, minimum cone. cover for reinforcing: Cast against earth 311 Slab x8 - FLASHING Square Footage Infortnatlem:. - SEALANT DEAD BETWEEN AFTER INSTALLATION MOUNTING FLANGE AND SEAL ALL CORNERS OF FLASNING. MECHANICALLY JOINED 1C FRAMES TO SEAL FRAME APPLY A 3 8:" NOdd, DIA. SEAM JUNCTURE. BEAD Of SEALANT TO 1HE BACKSIDE(INTERIOR) OF 7HE fOroject :cop*: MOUNTING FLANGE AROUF{0 1HE.£NTtRE PERJME TER. Addition iomdal W 5"lo Family PLACE DEAD IN LINT; WETH }tyx,�d yw.ru ' MIR'spffi� tl�xlt►t . 1 �+ ANY PRE -PUNCHED HOLES •' e OR SLg15. N FLASHISdG A7 HEAD EXTENDS • 1 Exiting Lot Govasrcaga t' BEYOND JAM3 FLASHING. BLOGKINO BETWEEN EA. TT;U55 ,3.�+ r Site Area,/ y +9 S . z.7 SAD FLASHING ' SECURE WRBr APPLY A CONT, SEAL ALONG YJ MOUNTING FLANGE AT THE 0 HEAD HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED ,{ BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASNING BEYOND EACH ,AMB FLASHING. FASTEN IN PLACE. �y ADIVIB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 11 1#2;- / \ (22GMMi ABOVE ROUGH 0 ENINUG AT HEAD. } APPLY TAPE AT /rl SEALANT --1 CORNERS 10 TEMPORARILY HOLD • 0 FLASHING 1N PCACE UNTIL WRB IS APP ;ED STEL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION, USE CORROSION. RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SFECIFICARONS. ~� IDWEATHER RESISTAttT i BARRIER (WRB) y AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIACONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND .TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRS SURFACE ABOVE, INTERIOR VIEW " TOP LEFT, CORNER OF WINDOW :Zzf{ f A Fi/ p� i iti a Fll� i 5)4 Fk, -1,_-) tar4--r General structural motes: Florida Building Code 2014, American Concrete Institute, American institute of Timber Construction. lln"i. Uve i..oads.- Roof: 20 psf 3. VVind Lcmad Notes; Codes: Florida. Building Code 2014 and ASCE-7-10 Ultimate Design Wind Speed: 130 mph Wind Importance Factor: l = 1.0 Building Category: It Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi a +18 or -.18 Wind Pressure to Components/ Claddings (Mean Roof Height 26) End Zone = 8 Zone Effective wind area(so Wind loads(sf Positive Suction Interior 10 +41.0. 44.5 20 +39.1 -42.6 50 +36.7 -40,2 100 +34.9 -38.3 End Zone 10 +41,0 -54.9 20 +39.1 -51.3 50 +36.7 -4.6.3 100 +34,9 -42.8 NOTE. AWS Design Pressure Ultimate Pressure x 0.6 or Divide with 1.6 - JUiowable Soil liSearing.- 2500 psf 5- S0111 �'4r+®t' pactiIt m. Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. . MatCe►rials's Concrete (n irmal weight- 28 days) 3000 psi Reinforcing Oar ASTM A615 Weld=ed Wir .- Fabric ASTM Al 85 Anchor Bolt, ASTM A36 Welds AWS E70 or E60 Woad Mem`,ers for beams & Pasts (#2 SYP) Wood Mem aers for studs (#2 SYP or better) Microllam 1.9E +Conorato: All concrete. to be designed as per ACI 318 Latest Edition. Footingrs 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted, Concrete) 50 bar diameter Masonry 48 bar diarbeter Unless shown on drawings, minimum cone. cover for reinforcing: Cast against earth 311 Slab on ,grade Centered - Exposed -,to earth or weather #f6 t hru #11 bars 211 #5 pars & smaller 1-1/211 ROOF TRIJ55 a 24' O•G. All rainforcinc sh li b h Id W securely in positron with standard accessorie s in accordance with ACI 315 during placement of concrete. k REVISIONS E3`l:' P Square Footage Infortnatlem:. - X15..S FELT (MATCHH EX15T. RE5IDENGE) All wood frarreing shall be fabricated and installed as per AITC & WRIGANE CLIP- (SEE TRt)55 -- ----- R Llv"- Hool;ed CONNECTOR SCHEDULE) Provide temporary top chord bracing until roof sheathing is in place. 1C All wood mel Tibers exposed to weather shall be pressure treated. Il2" GDX PLYWOOD ROOF DEOK. Wt RING SHAW hire -engineered wood trusses shall comply with Truss Plat Institute NAILS 4" ON EDGES, fOroject :cop*: N F Fa" a.c. IN FIEI.D (U.O.N.) signed and sealed by professional engineer registered in the Addition iomdal W 5"lo Family State of Flc;rida. }tyx,�d yw.ru ' MIR'spffi� tl�xlt►t . 1 �+ Provide hurrici ine clips at both ends of each rafter and truss. e "oject Arai Information: lass than t1lose specified in FBC .20'10 Table 230 .9.1 Fastening Schedule. Exiting Lot Govasrcaga BLOGKINO BETWEEN EA. TT;U55 ,3.�+ r Site Area,/ y +9 S . z.7 (2) `lir GOVT. Y40OU PLATE � EXIStN 2X STUB ✓ WO STUD& a I&* O.G. Addtion � Total IQ~t• i 1 7• e i 14?wef P, orivaw .. ; _ Lot Co ver -3I"t ; � structure iot!aht t. Nwmbor or storl": Flom Roof F"1ok9ht 1 Nimbor of Stories H AQM (5EE HEADER SPAN TAS) Cn 00 Roolddnl3ol Group l tl T ,k►p l Ica l2 le C .Qd46; i0� cn 0 C9 g Florida 5vitdtra Cicido 201 • &.4 a (9 U_ � x Notional el>ectri4al Code 2011 Naktonal C) 1- N v � e biro FFvvontlon C44a 2012 o m 10%cjp* or Conotructlori: a o-� OrrYlL� ' Wrr0t0C to 4 Q4� Z 2�0 w4prinklod e ail O O Wind Zone Information-. :aae mw Z" MIS Sr"Q 1 Mater Iia Isa , GDriG'Oto mal 1+''tol t" SFJ O ) 5000 i i GOUF'ir'i2 Reinforclrrg ter' ASTM A615, Gr&0 !^lee14:14111d I re+ ,robr'io ASTH 185 ` t�io i tori Load Boo" ASTM C40, 6 N -I .. ,. Anchor Wts: ASTM A501 or A36 Holds A V45 JCor EW`® ire Aood Members s fear 130" 4 P4"t6 02 a•Y'PI Hood'man bCer^s for studs 02 5YF' or 10tter) M14rrollorn lrwc ax or Prawir eet %"t Ai C.1w.I.l. T`1 LLt dawsita. Pic-mt, Project info .�I�.L�Iz t�•.a,rJ, �ia� . � r�.l,'tIi11: �.,+�,.,�•te� . ' � EADED POP � 12. A"9.l_ { "".I.,. , e .,i fG'{�iy�.�1t.»-. j c)Af r ---"A F-XISrrt .ICL f -A 14 � eLe�/,5�1 4CJi l PROJECT DATA on ,grade Centered - Exposed -,to earth or weather #f6 t hru #11 bars 211 #5 pars & smaller 1-1/211 ROOF TRIJ55 a 24' O•G. All rainforcinc sh li b h Id W securely in positron with standard accessorie s in accordance with ACI 315 during placement of concrete. 1*1BERGLA55 ova O# ----.� G. 7ie;'m1ber•: X15..S FELT (MATCHH EX15T. RE5IDENGE) All wood frarreing shall be fabricated and installed as per AITC & WRIGANE CLIP- (SEE TRt)55 -- ----- R . TPI & Natic?nal Design Specification for Wood Construction. CONNECTOR SCHEDULE) Provide temporary top chord bracing until roof sheathing is in place. 1C All wood mel Tibers exposed to weather shall be pressure treated. Il2" GDX PLYWOOD ROOF DEOK. Wt RING SHAW hire -engineered wood trusses shall comply with Truss Plat Institute NAILS 4" ON EDGES, Standard vvith proper dead, live and wind loads. Drawings shall be N F Fa" a.c. IN FIEI.D (U.O.N.) signed and sealed by professional engineer registered in the � State of Flc;rida. Provide hurrici ine clips at both ends of each rafter and truss. e The number s. nd size of nails connecting to wood members shall not be lass than t1lose specified in FBC .20'10 Table 230 .9.1 Fastening Schedule. % BLOGKINO BETWEEN EA. TT;U55 (2) `lir GOVT. Y40OU PLATE � 2X STUB ✓ WO STUD& a I&* O.G. V )21"055 O 2 X-6 SPF STU05 gab ox_ FASTEN OSB YV 8d 4" O.C, ON E06E5, 8" O.G. IN FIELD TYP. U.O.N. FALL (2) SIHP50H TA 36 OVER BOTH IE5 OF HEADeR t !1'=" F?-cP4 a SOT. EA. JANGK 5TLV FLASHING (.032")• THIRZA01= POV N NOT BE USED 51 -OPE GRADE --� TOP OF FLOOR JACK STIVS i•a� nPt.E x7Hr, STU05 SEE Atm r'C�RAc7E SEE HEADER SGH�ULE �E HEACIER rE7rt:L5 FOR s E7 TYPICAL HEADED DETAIL 1✓ & COUPLER Ill" C.W.B. R -II IN5uLATION 1N WALLS tl2" G> X 10" A.B. W1:2"X2"XI16" WASHER 9 32" O.G. 2X•4i #2 SYP PT 130TTOM PLATE TO STUD Wl SPH4 I^1/ (12) 10d ON EVERY OTHER STUD 1 #5 CONT. 4" GONG• SLAB 00MI 4XWI.4 WWF (OR FIBER MESH GONG) OVER 6 MIL VAPOR BARRIER OVER GLEAN, WELL COMPAGIED, q5%, S TREATED FILL us I mow, -1b" X 20" MONO FOOTER I i 1W (2) #5 GOVT. HORIZ. d (1) #5 VERT. 0 48" o.c. 1 i tL TYR 1 �NA 1,_,_l �SECTf ON 5GAL.E : 1/211 = it -oil NO a � 1 1C IHI � i e to > 1 � e _ � 1 H AQM (5EE HEADER SPAN TAS) tl e 1 e i GOUF'ir'i2 q ire 541 EADED POP � j OF &TUB KN.L TYPICAL HALL , - � OF�P1I1•bEs � a Ir e s H 00V PLATE e e a 11 e � )21"055 O 2 X-6 SPF STU05 gab ox_ FASTEN OSB YV 8d 4" O.C, ON E06E5, 8" O.G. IN FIELD TYP. U.O.N. FALL (2) SIHP50H TA 36 OVER BOTH IE5 OF HEADeR t !1'=" F?-cP4 a SOT. EA. JANGK 5TLV FLASHING (.032")• THIRZA01= POV N NOT BE USED 51 -OPE GRADE --� TOP OF FLOOR JACK STIVS i•a� nPt.E x7Hr, STU05 SEE Atm r'C�RAc7E SEE HEADER SGH�ULE �E HEACIER rE7rt:L5 FOR s E7 TYPICAL HEADED DETAIL 1✓ & COUPLER Ill" C.W.B. R -II IN5uLATION 1N WALLS tl2" G> X 10" A.B. W1:2"X2"XI16" WASHER 9 32" O.G. 2X•4i #2 SYP PT 130TTOM PLATE TO STUD Wl SPH4 I^1/ (12) 10d ON EVERY OTHER STUD 1 #5 CONT. 4" GONG• SLAB 00MI 4XWI.4 WWF (OR FIBER MESH GONG) OVER 6 MIL VAPOR BARRIER OVER GLEAN, WELL COMPAGIED, q5%, S TREATED FILL us I mow, -1b" X 20" MONO FOOTER I i 1W (2) #5 GOVT. HORIZ. d (1) #5 VERT. 0 48" o.c. 1 i tL TYR 1 �NA 1,_,_l �SECTf ON 5GAL.E : 1/211 = it -oil NO a � 1 1C i r to > 2 ig 4 STUDS 0 IC ox. Na. 2 or BL SPF TOP AND borrow wj Sw TPP4 * 324 WE Awcirau CONCRETE SLAS w/ fte, 1000 wwM OR.- FifiCUIESH REIW. MIL VAPOR UARRIER OVER EATIED 4 COMPACTED FILL - A r (2) J CONT. INTLEIQ2 SCALE: 1/2. All 7Z ::S 1.20 mcqqo F001 , TER !`V (2) #5 DONT. HoRIZ. I"7 fr --T I k164 6Aw-_-6:"r L44S1FP?__ r V 2X4 #2 5YP PT E)OTTOM PLATE TO 5TW I^V SPH4 W (12) 10d ON EVERY OT+4ER STUD 1 #5 CIONT. FLASHIW:7 (.052") 4" DUNG. SLAB 6X&XhI.4MI.4 PqNF (OR FIBER MESH COW,) OVER & MIL VAPOR BARRIER OVER GLEAN, HELL SLOPE GRADE WMPAOTEV, c15%, 4 TREATED FILL 7 r 16' x 20" MONO FOOTER IAV (2) #5 DONT. HORJZ. 4 (1) 115 VERT. e 45" ox.. TYP. "V1"11q45>L_1_Pr11e1r PMA1111 e 431pr— elF 214�f PP F-14 -T -V- 4f r t, v z 47 CONVENTIONAL FRAME ROOF AREAS - SHINGLE ROOFS Span Tables for No. 2 SYP Rafters No Ceiling Load - 20 psf LL, 1 Opsf OL SIZE W ox. 24* o.c. - ....... ... .. 4pan Tables for No. 2 SYP Rafters No Ceiling joist. with Drywall Ceiling .20 psf LL, 14 psf Di.. SIZE 12' o.c. 16" o.c. 24" o.c. fir' Span Tables for No. 2 SYP Ceiling Joist 20 psf LL, 10 psf DL SIZE 1240.c. 24'D.c. 10 Span Tables for No. 2 SYP Floor Joist 40psf LL' 1Qpsf 0L WE— ox. 16" ox- 24 0. c. Rod Framing Notes: I. UPrafters to each For bearing Point with SST- H2.5A Mips up to 10, Span. greater than 10'span Use Simpson LTS12. 2. All ridges and valieys shall be one (1) nominal size larger than adjoining ra 3. Nail rafters to ceiling joists With 4 -.131 - x 3114" nails.' 4. Nail rafters to platesMth 3.16d commwi nails. S. All rafters and*11119 Joist shall be No. 2 or 6L SYP. eel Ij lC COAMUNITYDE e� 1 -0 11 Ooredf - r6*_rr 'R2 u A- wl O'ARFRAIAL W/ 2'x6' S(P No.2 RAFTERS 0 24' OC, VA' CDX PLYWOOD W/ 24 SYP NO -2 COLLAR A' ROOF SHEATHING TIES W/'8PCv-12d COMMON L-/'-\ I . . ..... I ROW 10d NAILS EACH END 0 24' OC. 2'x8* SYP N0.2 LEDGER, COMMON NAILS FASTEN LEDGER TO ROOF 0 3' OC IMU PLYWOOD DECK W/ 2-#12x3'/,* R" GRIP SCREWS W/ I* DIA. WASHERS AT EACH EXISTING TRUSS' INTERSECTION OVERHAN65 16" OR LE55 USE 2X4 5YP OUTLOOKER5 ®24" O.G_ VV (8) ed 4 (1) H2.5 Jpc WPSON 112,5 W/ 3-8d COMMON NAILS V PLYH0017 DMKIWv- OdBLOCK SHEATHING EDGES AITHIN FROM RAFTER TO LEDGER RINC75~ NAILS- OF GABLE END 8d a 41 0.0. AT 4 bd DtV O.G. IN FIELD Z SIMP50N "J5212-20 HAW71ER H25 Q ; or Ea o eEAt-1 RAFTER5- 5E HURRICANE CLIP- (COW,5q.ED FLAN)ROOF FILAN FRAMING -AK!� EA. 511?E (2) 611-� 'I-9TA24m 5TRAP or Ea 0 BEMLAP MIN' - 6X6 F.T. SYF*2 POST IY/ CbN17NuOu$ (rrP. AU POST) FOC410 REINFORQNI� 0511-� *AEU a6" 5AW or Ea (rrF ALL POST) not" E X I S A N G- FW . 4 POOTJN!5` RON SEE DRILL. 6"' TA 6WtL N.T-0 EXI HQI�ZON .6 &rA I L 1�*5rr,104 ef, I -Ar -y/ reorrlf_�, -A 7- 2X4 BRACING a 4'-O" O.G. PRE-ENGINEERED TRU55E5 DOUBLE 2X4 NO. 2 5YP TOP PLATE. 11 FASTEN W (2) ROWS 10d COMMON516- \-2X6 - COLLAR TIE -5 11 O.G. STAGGERED (U.N.0) MIN. 24" LAP w VV (5) 12d NAIL5 EA. Il ENO YV (12) 10d NAILS IN LAP. NOTE; ORAwly COLLAR TIE TO BE LOCATED No H16HER THA14 % THE HE16HT OF CHECKED TOTAL RAFTER DAYIN SHEETIS *.. � I , P=_xitTmµ6-, oI 0'-ATTE 0fr-)ONT: _ff LFEV6,,TIO�,J 1/_4- ff L VAT 10 I -J 11 -Ar r R{c:1 "I -Z 4 Vc Qi�l �✓j�pJ� f 0 W ! I o IiT tip i CFld .ice I 4 7=17- W B COMMUNITY- DEVELOPM DENIED LffCTr---)�L rLAtiJ vn°=I'-o' i �-1 1/4 v EL Er . LE6END -e= DUPLEX WALL OUTLE•r - 110 -VOLT allAD WALL OUTLET - 110 -VOLT 5kglTCHED WALL OUTLET - 110 -VOLT 2 220 -VOLT OUTLET GFi INTERRUPTER 110 `JOLT WEATHERPROOF OUTLET -• 110 VOLT -f!p PHONE -tel TELEVISION CABLE OUTLET CHIMES SMOKY DETECTOR: TV ELECTRIC PANEL A/C SERVICE DISCONNECT +� 51N6LE-POLE 5WITCH THREE_WAY SWITCH "04 FOUR-WAY 5WITCH f CEILING MOUNTED LIGHT F WALL MOUNTED LIGHT - RECESSED LIGHT FIXTURE HATER,PROOF RECE55ED LJOHT FIXTURE EXHAUST FAIN PREWIRE 4 BRACE CL(5. FAN W/ LIGHT b" LED LIGHT FIXTURE (BY OWNER) (` 24' UNDER CABINET FLUORESCENT 1_1611T CLC. SURFACE MOUNT FLUORESCENT LIGHT FLOOD LIGHTS REGE55ED SPOT -LIGHT FIXTURE FAN-LI&I-IT COMBINATION i * zra i w A weds am mj a 0c'.. X 50M V,� Z -' > 00 v a - i CHWCKWD c ;A DATE SCALE JOB NO. SHERT t SHEEE -S �n g 77 CHWCKWD c ;A DATE SCALE JOB NO. SHERT t SHEEE -S t r '!'Z SIV& ` j�2 [ EL EVATIOF-J [/ t A..�. _ .........._� �.-....ter .....w....... _.._.�, i O RAWN CHECKED DATE SCALE ,!S' 0.—k JOB NO. SHEET •�. or- MAP SHOWNG BOUNDARY SURVEY OF LOT 3. BLOCK , PLAT F PART OF YA L UNIT T -A. A 1 PLAN �7f� 1, PAGE 16,16—A THROUGH 16—D, OF THE P T PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, ERp TO: TY PATRICK LI OLD REPUBLIC TITLE INSURANCE COMPANY LEGEND: �ROM S 07'1 '02" LOT 22 PT - PONT OP TANOMC'f 80, 65' (PLAT) BLOCK 24 Tor (O O 4 LOT 23 S 07"12*1 r E� . .0,1 T T A/C - A* COWWWA n� 80,54' (MEASURED)i0' QuolvAtWE —X 0- C ONMTE CASEMENT Ftv UTU'RES cr_ LOT 3 i 24w T y VO Q cq PP �^ jj AO cc SL00K 24 BLOCK 2 *a F AW 00 A� 5 f �f m 41 d � �a 9 i 071544* W LEGEND: �ROM PT - PONT OP TANOMC'f Tor (O O 4 VAI .0,1 T T A/C - A* COWWWA QuolvAtWE —X 0- C ONMTE 0.67' (MEA, c 07'16'02°` 803 s' (PLAT) "BATE ROAD (OV mofT a WAY) COMMUNITY DEVELOPMENT APPR®V Ray Thompson SURVEYING, Inc. I d�dl ? Y T TITLE, L.L. 1 ER TI f I 4EREDY WIFfCHANGE