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HomeMy WebLinkAbout227 Bradshaw Dr #12-1477- additionf CITY cit .�A i o o BPIL,DING.;& 9a PREWENTION APR 2 4 1012 PER I-C APQLOGA "1QN <7�, Application No: Documented Construction Value: $�_.��__ Job Address: Z 2 6YC f S kct,c.v ,y-V4,Je , 3Ctw 0 rj' l I Aoric District: Yes Lt- 3�� ur►� 3 Parcel ID: 8 l ©c L ��y►% �'l �; 6 Ands or Zauimg! ]Description of Work: Room A CIL Flan Review Contact person: ' Title:. Phone: Fak. E-mail; _ _ -- _ Property Owner InformaiiQn Name c�r-�t j, �j►^ow r� li'�oue:�� �3� �..1(Y ,,Street: (2rc� �S �-� 0 11 'Resident of property?: City, State Zip: { r C_ . 3 2_ 7 �d Contractor Information r � Name r'}1c�rc1 r; rau�tV (pc t�j'1� Za u/ t o, &'Moue: '10r7 � cf 3 � l 5 Street: 2Zr7 PjrGz iut/ u ✓Iao_ Fax: I City, State Zip: SCv40/ , F(_• 2'7 State L.iceuse No.: _ Arch itcctlEngineer Information P°tanae: �� ��rn�nde� Cie lice/ phone: Lf 2..1 5505 07 1 3 trees: 531 S. sq, 113 SLL+4df i 0o 1 Fax: Lf 01— y �� rity, St, Zip:1-k\ 11,t `f r Ir,. p�, 3 Z �7 / - E-mail: �� T 3on.diug Company: ' Nortgage Leader: ��l�lress: a Address: _ 0-0 //0 3. Z 31 /7�, d PERMIT INFORMATION ;Uildi:ng Permit Q ware Footage: Constructions Type: ad d l j-��o6 No. of Stories: o. of Dwelling units: Flood Zone: lectrical l- ow Service = No. of AMPS: .echanical ' 13 (Duct layout required for Jaew systems) PlumbWg Fl� New Cousttudioii 1iJ 1, r11LL1 ' I3A'I'II (D rn I I W ElYS'I'. UTILITY RM. EXST.. BA RM. I t REMOVE EXST. I3.ED.[ZOGNI U I I 14 WINDOWFOR , lJ I' ILL IN 'XS FILL IN' '. I1XS'C: r t f 11" NEW TX 61511 DR, ` WINDOW WINDOIV, 1I �. II EXS'I'_Ia I FC EXS'I'.3'3 ° SI[ c ' \ /�,� � � I •s' ?rte/-+ G /.v r�i ' NEW MASTER BEDROOM . C/) U COMPANY ( QUALITY PRECAST � � P _ i [� 10 "STRONG" ON SERVICE N `G C`IC+- lam• / L. / W �n \l�J. P.O. Box '1'I - Brandon, Florida 33509-001 1 c V/1 0/_ T ei THIGH WALL %//.PLANT N " TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT S.HELFABgvE DISPATCH' DISPATCH DISPATCH 613,685.5615 Hillsborough, 107.877.1000 Metro Orlando 352.%96.2301 m 7:?7.821.627.7 Pinellas 386.228.2112 Volusia : 803 425 3070 Polk .., wvul . �ualztyr �cust_ co.,<Y�,. DISTRI©UTOR"a FOR: r ( n OTT'S CONCR (E PRODUCrS IMC. COM r '' E E I t1ERCIAL CONCRETC PRODUCTS, IN QJ 4lcKINA CONCRETE PRODUCTS FL 509z QUALITYPRECAST CO. FL 1418 - RI 0 b 6 DR. / 18 L8 'm 1, 3050 SI1 QZ s �'1(�•I C) O " E --4t- >< -4t-\J DIETAIL 'QE_' Lu R_ [L_ LL Ef9 - N OFFIC . _ `1QTE: THIS STRUCTURE TiAS BEEN DESIGN D E r ❑ v TO .4_EP' OR EXCEED THE �\ WIND LOAD REQUIREMEN'rs.OF THE 2010 FLORIDA BUILDING . .. COD.r RESIDENTIAL EDITIONSECr_ON R301 �•' DESIGN CRITERIA AND INCLUDING (� 1 _ PLAN. ASCE 7-30 P.rrD 2011 N^cC.1. WIND SPEED, 13 o Tr. W.:•9 M_ FiUL__!L fa WIND SPEED VulC �SI r<? rD 106t4PH Vasd�T ��,s c,r GoRY ��E T�. C CCorrs'rRuc'rtorr TY 'PE= s • - .. IriC,Lc FAMILY r ..MIL_ RESIDEN`x- 3. WWI) EXPOSURE= d .T•�,. UR E " C ATbCR X H 4. INTERNAL P2LSURE COEFFICIENT FOR ENCLOSED BIILDINGS TS .161��11 r_r. k2�e_cA—orAND ilEmwi, r`r✓�r)E'rf 1� %�5M/ G.IVITT t UPLIFT a I OA05 W F) TAAL�Nq 4 G"wAN T Y r UPLIFT- PI IFT SAFE- LOA05 (r=1 r) SAFE - r14A4 MnF�< « LNIEL'`C A;Z !6`COMFOSITc LINL.U: - ,41I1'Y OAU _LIO - (WIL ---_1 M-3 1-4 M•5'-". _ N_a 4 O. ( 3"-..' ,Y 3-4' ' 5':4,. -V-0' Fr.. asl IOa�0 r.-rwcasL ..'2-014' D -I M-10 w.3, 0 4'�• 'Fr=35L - X33+ __ Precast _... M-12 �Pr t =ci�L :.._... 1 2911 - ,t -— 2l°& . . M•13 M•14 11.15 3'-01:: :W -a' 3 4' 3 D' 9 4' 3 'D' Fr_ca5t.,. - •--'��." -?931 .. I ( _ r� M-13 _ .1-2013--l' I12'•'D' --_ N o Ij'.y --•- 1235 rr - ait 12=1 r _c35L :» . __ _ � � 11,1,1 --TI ji- Fric4aL I Precesl _, M-22 - �Mdr M 4 M_2 ; 6 •3•.._• 13 .a... 0-4. 4.• 1V' I 4; I '_4' 2 1'. ' 4.F_ ' 20'•x'' rr 5,2 I .ii . rr-,U-o5'd r 5tr 5a -i w I _32 a4� 312 -- r �.D' P� rncasl r T— _ ?13a" -- o4�J - - s �'1(�•I C) O " E --4t- >< -4t-\J DIETAIL 'QE_' Lu R_ [L_ LL Ef9 - N OFFIC . _ `1QTE: THIS STRUCTURE TiAS BEEN DESIGN D E r ❑ v TO .4_EP' OR EXCEED THE �\ WIND LOAD REQUIREMEN'rs.OF THE 2010 FLORIDA BUILDING . .. COD.r RESIDENTIAL EDITIONSECr_ON R301 �•' DESIGN CRITERIA AND INCLUDING (� 1 _ PLAN. ASCE 7-30 P.rrD 2011 N^cC.1. WIND SPEED, 13 o Tr. W.:•9 M_ FiUL__!L fa WIND SPEED VulC �SI r<? rD 106t4PH Vasd�T ��,s c,r GoRY ��E T�. C CCorrs'rRuc'rtorr TY 'PE= s • - .. IriC,Lc FAMILY r ..MIL_ RESIDEN`x- 3. WWI) EXPOSURE= d .T•�,. UR E " C ATbCR X H 4. INTERNAL P2LSURE COEFFICIENT FOR ENCLOSED BIILDINGS TS .161��11 r_r. k2�e_cA—orAND ilEmwi, r`r✓�r)E'rf 1� %�5M/ G.IVITT t UPLIFT a I OA05 W F) _ R to F 2 CB55 OCC :,c.,D-cR r14A4 1111`11 L , r —3' CL_ R . UG:Z LNI=L .PAvrcFc�__GFLAATY 5P..F3 LO_UW. `_ -.3 D -I 3 T? D T'•3 i.<' Pr�ca SL .. �'-" I�Z'0 D•3 ? ?•-ID• r.a' PrecaTi �—T T--1 . 523'c - �D•5 _ �4 4'•a-I-�• Fric4aL I Precesl _, __ �3510 6331. _ I 7.0_. 5"•3. r �.D' P� rncasl r T— _ ?13a" — 9 9 3•rr'o 3 .:�' Frocasl - I•i.'~ aT-- _ s �'1(�•I C) O " E --4t- >< -4t-\J DIETAIL 'QE_' Lu R_ [L_ LL Ef9 - N OFFIC . _ `1QTE: THIS STRUCTURE TiAS BEEN DESIGN D E r ❑ v TO .4_EP' OR EXCEED THE �\ WIND LOAD REQUIREMEN'rs.OF THE 2010 FLORIDA BUILDING . .. COD.r RESIDENTIAL EDITIONSECr_ON R301 �•' DESIGN CRITERIA AND INCLUDING (� 1 _ PLAN. ASCE 7-30 P.rrD 2011 N^cC.1. WIND SPEED, 13 o Tr. W.:•9 M_ FiUL__!L fa WIND SPEED VulC �SI r<? rD 106t4PH Vasd�T ��,s c,r GoRY ��E T�. C CCorrs'rRuc'rtorr TY 'PE= s • - .. IriC,Lc FAMILY r ..MIL_ RESIDEN`x- 3. WWI) EXPOSURE= d .T•�,. UR E " C ATbCR X H 4. INTERNAL P2LSURE COEFFICIENT FOR ENCLOSED BIILDINGS TS .161��11 r_r. k2�e_cA—orAND ilEmwi, r`r✓�r)E'rf 1� %�5M/ =111' Q11011 poor NAILIrtG f ATTERN1 ^r -- `---� - ZOPtH I L15E ad RING SHANK MAILL5 AT " O.C. SPAGIHG (FEILD) 9 RL AND 4" O.G. AT 5UPPORTED EDG-E6 ZOHH 2 - 115E ad RING 5r-IANK. HAILS AT b" O.G. 5rr AGING (SIIPPORTcD EDGES) a ANF) p" O.Q. AT FFILo Jo Footi�l9S ��s'l�I'e 'een Cl't 1si T-Ieil "t)" L F1 C 5 MAY 13E U5ED IN LIEU OF Sd RING SHANK NAILS. .. - UCnCr_a1 FUurrdafion Nates bearing ,,` ` `..� 4 { - - PH- 1t tATI NAIL r �g i a jr� MAILED <tiI O.G. AT EDG-E5 AND v" O.G. AT FEILD, r-- -r- o pressure �D 11 1 l.1 1J3 a ( 5ENCO 2-1/4"X .131 AMP PASELODE 2-1/>4"X ,O9'E) /.�, . ' E>CTERIoR WALL NAIL PATTERPI: r t. All concrete slabs shall,hsve a compressive strength of not less than 2500 PSI 1. F'LYWOOp: (FELD) U5E ba NAJLS AT fit" O.C. SPAGIAIG fi 20 Clays, (EDGE) U5E ad HAIL6 AT <t" O.C,. SPACIrdc (E>CTiF�1nQ 11JALL. 6HEATHIHG) Slabs shall be reinforced with Fiber mesh on 6 mil. vapor barrier over clean- wc,ThlRU raerr r vse compacted termite treated fill. 2: Concrete footings shall have a compressive strength of not less than 2500 PSl INTEr IO GFILING E3OARD N,11LIr{G Fs 7TGRrt: �i; 28 days. BiJILp RI', 1.15F sd NAIL6 AT �" o.G. sPAGr1G - aJDTN Reinforce footings with 115 bars as indicated. All bars shall be deformed, and shall conform to ASTM designation A305 and be clean and free from rust and scale. Splices shall overlap at least 25". rMl keti a� yry -Ole p�IILPI�r, BI P�KIPYa 49° or-. 3. For concrete block walls provide concrete filled cells with I - 115 bar vertically . LETIGTN. - FIRST 1 V AOc1 EACH E;m continuous from footing to tie beam at all corners and where otherwise noted as per POUFil�'c7t}"lIt1C �dl1C?Ut foundation plan. n. Extend slab I - %" at door oaenings. vt �''Fz,6,f�f Td ab oc pFc�._ xj�al C..'°` 7/z j sr cry 1-E-� k����—}—�- ,'/OLGJXr ' /OIG., DOO,L kms•. ar �-•...�� e ��_ �`"<�.. Av;� 13- ')1 KO COLLAR IM A'1' rf8 v _ _. A (r, P2P\ 'E�1--.VrlT1Cyf1 � j ��•�'• F..,kK GZ•1 �t>U�'1 C.EIL i�1 fop C w -,k. • � �-Iovlpl ola FLrt�iZ Ytik!`I. - V if %Il1 / 4 /I T 1� ✓ le /e le - G/ •t! I�-rJ p�1r •'�,!;. @py' r°•..�>'. {%.�'r.,f��� �¢✓j12-A, i �r j 6;i00 0 STS>G — - iV/N �O W l(d fONAYG� r�< ' IYGW `.c P y•'.4{. E'S P,:z-- t =T �ETT .:- rte. Your - v cetL;r t 1.<7a oto Lt1-L 11. f X1-1. t✓_ Pt_/tet 1. I ll►t5W tll��l>.�r. r/ 1 A115 :t T - h'/ / N 0 0 `✓ f .v�,a nom, ;:�, _._. _ � _ ! - =-- i i YOrIc I — - LCHE z 0[\ 3d RING SNANY. tIAILo AT i• O.C. UP- ed RING 50ANK NAIL3 AT S° O.G. OR - EOJALNALE7IT PMtV PtATIC NAIL - - EGV L.PeALFW F-ME11AVC tIAll_Lumber- - �a f: rrLt'Al : - - - AT UFfFORTED EDGEi Arlo AT EUt'FCRJt U EDGE5 AND �NOlCS _ ... . - F OCY.ING ANE) G° O.C. FEILD S O.C. FE -ILD FOR OTHER AREA 9 - - - POR ShIAD O �49A3 OF ROCP T) L� i. All lu tber to E 2 Southern Yellow Pine 110 2 with rnaxlnntrn ronten' � �O / 73 of moisture 1 °io. Exterior luntbei to be Pres Sure'hreated. E a - .L <( CL_ Ll_ - l/ib° 030 Hc4TnING OR If1' r'DY "LTUUCP Q poor NAILIrtG f ATTERN1 ^r -- `---� - ZOPtH I L15E ad RING SHANK MAILL5 AT " O.C. SPAGIHG (FEILD) 9 RL AND 4" O.G. AT 5UPPORTED EDG-E6 ZOHH 2 - 115E ad RING 5r-IANK. HAILS AT b" O.G. 5rr AGING (SIIPPORTcD EDGES) a ANF) p" O.Q. AT FFILo Jo Footi�l9S ��s'l�I'e 'een Cl't 1si T-Ieil "t)" L F1 C 5 MAY 13E U5ED IN LIEU OF Sd RING SHANK NAILS. .. - UCnCr_a1 FUurrdafion Nates bearing ,,` ` `..� 4 { - - PH- 1t tATI NAIL r �g i a jr� MAILED <tiI O.G. AT EDG-E5 AND v" O.G. AT FEILD, r-- -r- o pressure �D 11 1 l.1 1J3 a ( 5ENCO 2-1/4"X .131 AMP PASELODE 2-1/>4"X ,O9'E) /.�, . ' E>CTERIoR WALL NAIL PATTERPI: r t. All concrete slabs shall,hsve a compressive strength of not less than 2500 PSI 1. F'LYWOOp: (FELD) U5E ba NAJLS AT fit" O.C. SPAGIAIG fi 20 Clays, (EDGE) U5E ad HAIL6 AT <t" O.C,. SPACIrdc (E>CTiF�1nQ 11JALL. 6HEATHIHG) Slabs shall be reinforced with Fiber mesh on 6 mil. vapor barrier over clean- wc,ThlRU raerr r vse compacted termite treated fill. 2: Concrete footings shall have a compressive strength of not less than 2500 PSl INTEr IO GFILING E3OARD N,11LIr{G Fs 7TGRrt: �i; 28 days. BiJILp RI', 1.15F sd NAIL6 AT �" o.G. sPAGr1G - aJDTN Reinforce footings with 115 bars as indicated. All bars shall be deformed, and shall conform to ASTM designation A305 and be clean and free from rust and scale. Splices shall overlap at least 25". rMl keti a� yry -Ole p�IILPI�r, BI P�KIPYa 49° or-. 3. For concrete block walls provide concrete filled cells with I - 115 bar vertically . LETIGTN. - FIRST 1 V AOc1 EACH E;m continuous from footing to tie beam at all corners and where otherwise noted as per POUFil�'c7t}"lIt1C �dl1C?Ut foundation plan. n. Extend slab I - %" at door oaenings. vt �''Fz,6,f�f Td ab oc pFc�._ xj�al C..'°` 7/z j sr cry 1-E-� k����—}—�- ,'/OLGJXr ' /OIG., DOO,L kms•. ar �-•...�� e ��_ �`"<�.. Av;� 13- ')1 KO COLLAR IM A'1' rf8 v _ _. A (r, P2P\ 'E�1--.VrlT1Cyf1 � j ��•�'• F..,kK GZ•1 �t>U�'1 C.EIL i�1 fop C w -,k. • � �-Iovlpl ola FLrt�iZ Ytik!`I. - V if %Il1 / 4 /I T 1� ✓ le /e le - G/ •t! I�-rJ p�1r •'�,!;. @py' r°•..�>'. {%.�'r.,f��� �¢✓j12-A, i �r j 6;i00 0 STS>G — - iV/N �O W l(d fONAYG� r�< ' IYGW `.c P y•'.4{. E'S P,:z-- t =T �ETT .:- rte. Your - v cetL;r t 1.<7a oto Lt1-L 11. f X1-1. t✓_ Pt_/tet 1. I ll►t5W tll��l>.�r. r/ 1 A115 :t T - h'/ / N 0 0 `✓ f .v�,a nom, ;:�, _._. _ � _ ! - =-- a_ pppB Y 1 Lw I� �titi,.,. It"d koi":.•�4. _•`.r3.h.� 1"H7 �c3 � �Y& Se �� � I ,r'- �T,�.�,L\;�? �'"' t�, t;� • � rr� i 6s� �..�� y , �,�f�{` ` ,'�• ' � I I 1 ���� 1 /: l,`,aY`'..'1"rhr•rl V.:i .�.� d yw. fN, Ons <5 t r Masonry, a I I Unless Noted Otherwise - L Use 11F,TA16 C3VU(J. To , 1 j' ter= ��•` If A Lintel St. yh lsl's;iss�d, Apply (1) 11TSiM16 %v/ (4) 1/4" r 21/4„ Tmicons For 1,175 Li s.'i_Jplift rind (2)k1MM 1.6 for 2,350 Lbs Uplift / L / 9 .L-� � I,� ��- �%�-�1�' ( f� O'G' Design Rc(u(re(nents: 3- X ^. _r `,, TSP• 1 Live Ivo ids for tloors; is 40 YSF 7 - _ j �. _ rte. (157 2 D� � :. ' t }. . f r; y,__S 2 0 , fj / (;Er/iE1 l IITiOUJ i' IhIISI I 2. Lire load for roof is 20 PSI' � � � � r � � I�o�ra j E's p . � _ � �� a , G `•. .; �-1ING Rs ../ r✓11s \\ ANCHOR F -T RGLASSHIHGLES� FCL{ PAPERBACKED OVER LA(MATERIAL y� t5 u �_T. —2i lUU C-91TL0G`r'? Cr, HRSTRAP\ -. � .•f.--'�- w> gAPPF T TRUSS LAPPED k4OISTURE BARRIER IOU E WR AP)7(/C =z fP.!: NAIl.•1. DRIP OVER SHEATHING lZ X ` LL - WITH 1 is � coil!, WOOD 1k FASCALUM. 7 � leo., r P.P (r o1 LE / \ LINTcL 31_K. rNFR / _C_�� YPL t 1T� TI SEE _ OP_NIrIGS Oil. Y -�"� � �a�� --- - Ni01S1'URE BARRIER � `� `f `rl (MALL 1RAII�i IIUII) `� - - I✓�' F'� i->. ,6 i1�AT}i���L.:� qj-- �(�l � l � 'GV3EM WOOD ` V To f 7/�" stucco covet g=tivaltizecl lftth Over 15# teltCD l.�Rlr' EDGE - er ��1� oil; (rl'> h)- >< ' 1�()ver house wrap OV G C J �.. � �s�� CEIv1Ehf(ITIOUs FINISH - n _ WIT �I ILJt '� „ I~T 2Xb W[� >^'1: 4THl ,� on f�, L. ° 'c ' r / ; J, (� MARBLE SILL a vt /r ✓ X f e, , �7S C �( { :I L�-• L7�iT GN�i�d2 PITCH.a � f 1/c' DRYWALL ON 1/2' P,T. t/�,, ur S/a` ( - i�1 -C,. 16-1 _ FURRING & 3/4' INSUL, - _ -ONCRETE I E BLOCK \ T p / l r _ ! " I �1 /� ("l �l Fir }n•11'� ��-.- O (1 8'x16' CONC. BLt<:__ J - - OR OLID. CEMENT lo, SEE EL EV. FOR �� FINISH I T \\ ,r X _ .UDl /ry 1 , r.UT 'TO )f/"(" -! #� DOWEL o EA, rl OTE, \ _ _ # r1DOWA CELL- i ALL ExrEfzlUr� AccF.ssaRles s BALL �E PVC —�'X�' <..�r�1 L I L W/ Cla 8� ����r ON R a' MAX., SPACING I 1t 1pARDs sETwEErt CELLS I ivlA'(EiZIAL COhIFORIvIIhIG TO A�TIv1 STANDARDS �,� j� •?-•C2,�f, �-- • _' C9Lv, c1063 AND DIt21G. "- I 2-CAIC ALL BUTT JOIt I 1 s, EI IQ ;, ANGLES, UL A ( (lk'IE OF'. INSTALLATION. - _ Ar,11� IhI rElzsEc`(Iol l _ - - cRA - T o J° nTL1GGC� C�`1 - .� 4" CONC. SU' 0 1VITH ox6 _ _ EDGE AD \ n' I I I \ ` !fel \ (_� '} 10/10'N.`N.M. OR 3000# PSI FIBER MESH _ "1 D \J V I I i ! Ll �� 0 I � �J J �. -- U(�)"� L 1 Ln < ON 6 MIL VAPOR BARRIER & CLAN, l_j \_l I\I I \ r. �� _ - - (V ,. _ -- /� rte- '` V COMPACTED, TERMITE - s r ( 6PAr. l( !C S ~=c-- TREATED EAVH FILL - - - - F" H. T. 5. cry �--cv NVVALL� ---- \V Ln s � LLI D- LCL _ "A THIS STRUCTURE' HA`" = Ett DES _t -N. D 'To M - OF EXCEED THE \l J ry 9 HIND rOn!l R8nU2Rrt•1$N'r'3 OF THE 2010. FL(.)R!DA 3It_LDING CODS - RESIDEtrf. AL EDITI(W SECTION 8301 DESIGN: CRITERE.,' AND INC LjDjk,4G ' \ ASCE 7 T O ND 2011 NEC. � - _ - I irtND -D 139 M -H ULTirVTZ, WIND .-_..r:0(VU1r)A_rD 103MPa('iaa:9) 2. @ISrc CzT_GORY r r\ . CONSTRUCTION TYPEiNGLE ILLY R_sIDEU ^ (V) \l C^ 3, WIND EXPOSURE= CAT CJny g . :. IYiTFRA4I. PRESSURE CO•FICC%t•r?' FOR SNCLOSiIl 3CF,il,riLd(i$ .Es 1.3 r ('� LU ntM HEIGHT FXPOSURE ADJ(r5'rmEr COE c'ICIat%' 'CS ] 0 U I . NINE i Y .. .. - 0[\ ,ter L 1 T) L� � �O 73 E a - .L <( CL_ Ll_ LLJ a_ pppB Y 1 Lw I� �titi,.,. It"d koi":.•�4. _•`.r3.h.� 1"H7 �c3 � �Y& Se �� � I ,r'- �T,�.�,L\;�? �'"' t�, t;� • � rr� i 6s� �..�� y , �,�f�{` ` ,'�• ' � I I 1 ���� 1 /: l,`,aY`'..'1"rhr•rl V.:i .�.� d yw. fN, Ons <5 t r Masonry, a I I Unless Noted Otherwise - L Use 11F,TA16 C3VU(J. To , 1 j' ter= ��•` If A Lintel St. yh lsl's;iss�d, Apply (1) 11TSiM16 %v/ (4) 1/4" r 21/4„ Tmicons For 1,175 Li s.'i_Jplift rind (2)k1MM 1.6 for 2,350 Lbs Uplift / L / 9 .L-� � I,� ��- �%�-�1�' ( f� O'G' Design Rc(u(re(nents: 3- X ^. _r `,, TSP• 1 Live Ivo ids for tloors; is 40 YSF 7 - _ j �. _ rte. (157 2 D� � :. ' t }. . f r; y,__S 2 0 , fj / (;Er/iE1 l IITiOUJ i' IhIISI I 2. Lire load for roof is 20 PSI' � � � � r � � I�o�ra j E's p . � _ � �� a , G `•. .; �-1ING Rs ../ r✓11s \\ ANCHOR F -T RGLASSHIHGLES� FCL{ PAPERBACKED OVER LA(MATERIAL y� t5 u �_T. —2i lUU C-91TL0G`r'? Cr, HRSTRAP\ -. � .•f.--'�- w> gAPPF T TRUSS LAPPED k4OISTURE BARRIER IOU E WR AP)7(/C =z fP.!: NAIl.•1. DRIP OVER SHEATHING lZ X ` LL - WITH 1 is � coil!, WOOD 1k FASCALUM. 7 � leo., r P.P (r o1 LE / \ LINTcL 31_K. rNFR / _C_�� YPL t 1T� TI SEE _ OP_NIrIGS Oil. Y -�"� � �a�� --- - Ni01S1'URE BARRIER � `� `f `rl (MALL 1RAII�i IIUII) `� - - I✓�' F'� i->. ,6 i1�AT}i���L.:� qj-- �(�l � l � 'GV3EM WOOD ` V To f 7/�" stucco covet g=tivaltizecl lftth Over 15# teltCD l.�Rlr' EDGE - er ��1� oil; (rl'> h)- >< ' 1�()ver house wrap OV G C J �.. � �s�� CEIv1Ehf(ITIOUs FINISH - n _ WIT �I ILJt '� „ I~T 2Xb W[� >^'1: 4THl ,� on f�, L. ° 'c ' r / ; J, (� MARBLE SILL a vt /r ✓ X f e, , �7S C �( { :I L�-• L7�iT GN�i�d2 PITCH.a � f 1/c' DRYWALL ON 1/2' P,T. t/�,, ur S/a` ( - i�1 -C,. 16-1 _ FURRING & 3/4' INSUL, - _ -ONCRETE I E BLOCK \ T p / l r _ ! " I �1 /� ("l �l Fir }n•11'� ��-.- O (1 8'x16' CONC. BLt<:__ J - - OR OLID. CEMENT lo, SEE EL EV. FOR �� FINISH I T \\ ,r X _ .UDl /ry 1 , r.UT 'TO )f/"(" -! #� DOWEL o EA, rl OTE, \ _ _ # r1DOWA CELL- i ALL ExrEfzlUr� AccF.ssaRles s BALL �E PVC —�'X�' <..�r�1 L I L W/ Cla 8� ����r ON R a' MAX., SPACING I 1t 1pARDs sETwEErt CELLS I ivlA'(EiZIAL COhIFORIvIIhIG TO A�TIv1 STANDARDS �,� j� •?-•C2,�f, �-- • _' C9Lv, c1063 AND DIt21G. "- I 2-CAIC ALL BUTT JOIt I 1 s, EI IQ ;, ANGLES, UL A ( (lk'IE OF'. INSTALLATION. - _ Ar,11� IhI rElzsEc`(Iol l _ - - cRA - T o J° nTL1GGC� C�`1 - .� 4" CONC. SU' 0 1VITH ox6 _ _ EDGE AD \ n' I I I \ ` !fel \ (_� '} 10/10'N.`N.M. OR 3000# PSI FIBER MESH _ "1 D \J V I I i ! Ll �� 0 I � �J J �. -- U(�)"� L 1 Ln < ON 6 MIL VAPOR BARRIER & CLAN, l_j \_l I\I I \ r. �� _ - - (V ,. _ -- /� rte- '` V COMPACTED, TERMITE - s r ( 6PAr. l( !C S ~=c-- TREATED EAVH FILL - - - - F" H. T. 5. cry �--cv NVVALL� ---- \V Ln s � LLI D- LCL _ "A THIS STRUCTURE' HA`" = Ett DES _t -N. D 'To M - OF EXCEED THE \l J ry 9 HIND rOn!l R8nU2Rrt•1$N'r'3 OF THE 2010. FL(.)R!DA 3It_LDING CODS - RESIDEtrf. AL EDITI(W SECTION 8301 DESIGN: CRITERE.,' AND INC LjDjk,4G ' \ ASCE 7 T O ND 2011 NEC. � - _ - I irtND -D 139 M -H ULTirVTZ, WIND .-_..r:0(VU1r)A_rD 103MPa('iaa:9) 2. @ISrc CzT_GORY r r\ . CONSTRUCTION TYPEiNGLE ILLY R_sIDEU ^ (V) \l C^ 3, WIND EXPOSURE= CAT CJny g . :. IYiTFRA4I. PRESSURE CO•FICC%t•r?' FOR SNCLOSiIl 3CF,il,riLd(i$ .Es 1.3 r ('� LU ntM HEIGHT FXPOSURE ADJ(r5'rmEr COE c'ICIat%' 'CS ] 0 U I . NINE i Y .. .. -