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i <br />I <br />t <br />1 <br />cv <br />i <br />�F <br />j <br />! <br />IIj <br />i <br />i <br />f <br />I <br />I <br />04 <br />_ <br />1 <br />Ulf <br />� <br />I <br />I t <br />1 <br />i <br />I <br />I <br />, <br />f <br />fl <br />` _ <br />4YF <br />6 <br />E Y <br />I � <br />I <br />^ <br />I <br />1 <br />� <br />( <br />1 <br />� <br />i <br />E. <br />_• t <br />ZFI; <br />NL <br />THE DESIGN WIND PRESSURE RATINGS ARE LISTED <br />FOR EACH OP ING.THE IN TDOW5 AND 1DOOR5 <br />CHOOSEN BY THE HOMEOWNER OR CONTRACTOR'. <br />WILL NEED TO r-TEET OR EXCEF THESE PRESSURES <br />LISTED BY EACH OPENING. ONLY WINDOW5 AND <br />DOORS WITH A FLORIDA APPROVAL RATING * SHALL <br />BE USED, THIS MANUFACTURERS INFORMATION WILL <br />BE REQUIRED BEFORE ANY INSTALLATION OF THESE <br />PRODUCTS. <br />0 <br />tR <br />42'-0It <br />I t-41' 34'-V It <br />4'-411 <br />24" KNEEWALL AROUNO THE BOTTOM OF THE PORCH <br />.n - ®- _. _ - s-S"x1611-CONCRETE LINTEL - - - _ - a A -3&" SCREEN D000m _ _ <br />L���- <br />! <br />, <br />! is' a x lARE COLUMN <br />to ! SCREEN PORCH <br />8'-4" GELLING HE1614T <br />z <br />STEP DOWN 4" <br />! <br />X� <br />10 -41t &'-4 2'-0 <br />5.-4" <br />1 <br />L-8 _ <br />BEDROOM #1 -' <br />of O CEILING HEIGHT <br />t <br />t <br />2 - u <br />�Q I I , I r <br />eAT4-1 <br />Lu <br />LINFN <br />t <br />1 <br />t 41 <br />GAPS <br />SH 22 .. ni <br />FAMILY ROOM <br />a'-O" CE LlNrs: HEIGHT <br />L__1 <br />UTILITY ROOM <br />, <br />gz <br />t <br />41-13t4It <br />! f III. <br />, <br />fI <br />ATTIC <br />, <br />, <br />31-0 � li <br />2'-O" <br />-05/4 <br />FOLDING AREA <br />---------------- <br />i� <br />FL1OR <br />- <br />2Xto FRAME WALL------------ <br />t �1 i <br />{ <br />! <br />3 <br />{ 1 <br />' <br />1 <br />- <br />•,,,A �! f� <br />� <br />t <br />� 1 ii <br />KITCHEN <br />1 <br />, <br />! <br />, <br />, <br />tf ► � % -� <br />!n <br />BEDROOM #2 cv <br />� f <br />��-0" CEILING I-fEIGNT <br />, <br />j 5'-4V" 4'-1� <br />U-Li <br />— <br />r BATH <br />t <br />&'-O" CEILING HEIGHT � <br />36" VANI? <br />1 <br />' 2x4 WAL <br />ciZ 41-a 1 4'-Icy" 4'-0 <br />THIS FLOOR 15 TO MATCH THE <br />t l-11=1r�m3^1T OF T44E EXi5T1?+tt; SLAB_ <br />I <br />BEDROOM #3 - <br />, <br />_ + } 6'-0" C'EIUNG HEIGHT ._ <br />v�i QI <br />n <br />4 <br />1 h%/ <br />Ef�aa <br />Ia1-3 411 <br />LIVING ROOM <br />COFFERED CEILING <br />- - - - - - - <br />- - - - - <br />DBL SH 24 SH 24 I. ��4��t- `� 2�4i - DBI- SH 24 <br />12" 5QUARF COLUMNS <br />Ott <br />NI N-5TaRUCTURAL B30xED BEAM <br />-- --- --------------- <br />uI <br />it <br />POURED SOLID tUIT1-I <br />� � l <br />�. <br />Qom' <br />3000 PSI CONCRETE <br />� <br />I <br />I AND (2) OF, REEARS it <br />-y.. <br />(yJ <br />i) <br />i'113) '11-4.It 4 1-3 11 <br />I <br />121-0 ii <br />51-8 t1 <br />1_ <br />20'-0" <br />12t-O)) <br />MAIN FLOOR FLAN <br />T <br />11-4it <br />tit <br />I <br />c� <br />NO <br />5 "x1ro" COMPOSITE <br />POWER BOX STEEL LINTEL <br />C 3000 PSI CONCJ <br />i <br />TOP COURSE LINTEL -BLOCK <br />WITH 71J *5 CONT. REBAR <br />PV VER SOX STEEL LINTEL <br />POURED SOLID WITH 3000 PSI <br />CONCRETE NO RESAR REL2UIRED <br />, F I <br />, I <br />, <br />MAaONRY OPFNiNCs <br />EXCEPT WHERE NOTED I <br />-- - --- - - -- 5EE LAYOUT <br />a11x1 )1 COMPOSITE <br />POWER STEEL LINTEL <br />3000 PSI CONCJ <br />I <br />TOP COURSE L3NTEL SLOGK 99; <br />wrrH €13 45 C-ONT, REBAR <br />I <br />POWER STEEL LINTEL AND LINTEL BLOCK <br />POURED SOLfo WITH 3000 PSI <br />CONGRETF NO RF£3AR RF QUIRED <br />MASONRY OPENING <br />t ; E>,GEPT WHERE NOT I <br />5EE LAYOUT <br />5"xi6i" COMPOSITE PRECAST LINTEL <br />t 3000 P51 CONCJ J <br />k TOP COURSE LINTEL BLOCK <br />' WI[THI t;-, 05 GGONT. RE1;AiR <br />1 PRE-C-46T U-LINTEL& <br />i �_IYUIPZED SOLIO WITH 3000 PS <br />CONCRETE NO RF5AR REQUIRED <br />1 1 <br />1 I <br />•— MASONRY OPENING <br />a 1 <br />r , <br />S, <br />LINTEL LENGTHS, <br />LABEL <br />CLEAR 5PAN <br />TOTAL LENGT#-I , <br />L.-I <br />11-6" <br />2'-10" <br />L-2 <br />2'-2It <br />3,-roit <br />- L-3 <br />— 21-+511 <br />-- 41-011 <br />,L-4 <br />3 --L," <br />4' it <br />1-5 <br />41 11 <br />1-411 <br />L� <br />41-rot) <br />5i-10It 1 <br />- <br />(01-211 <br />'-ter it <br />!� <br />T-Olt <br />51-41t i <br />L-1Ca <br />'-O" <br />9'-431 <br />L-12 <br />101_0i) <br />11'-41t <br />-13 <br />1t <br />11'-2 <br />121- " <br />L-14 <br />If -011 <br />13'-4tt <br />L-15 <br />12'- 11 <br />14'-0" <br />L-Vo <br />&-4" <br />)- ) <br />p -11 <br />1} 1-011 <br />L-IS <br />1 '-0)€ <br />IT-411 <br />L'i9 <br />I5 P'is F1 <br />IS-4 it <br />L-20 <br />18'-g" <br />20'-0 it <br />11 <br />it <br />L-22 <br />22'-511 <br />24'-0It <br />RECESS DOOR HEADER <br />LABEL <br />CLEAR SPAN <br />i TOTAL LENGTH <br />DOOR SIZE <br />D-1 <br />2a-411 <br />31-5)) <br />21-011 <br />I0-2 <br />21-511 1 <br />4'-011 <br />21-411 <br />D-3 <br />211.-10j <br />t 1-211 <br />21.-611 <br />t <br />3,-0 <br />4-4 <br />'-41D-4 <br />a <br />D-5 <br />3-4 It <br />41-011 <br />0It <br />1-0 <br />41-4" <br />5-511 <br />) <br />41-,0 <br />y151if <br />D-1a <br />a1. y it <br />a'-O It <br />I MAX, 1516 PLF ON MAX SPAN (1) 05 TOP COURSE ONLY <br />DATE , SCALE: I � <br />V PAGE <br />1/4 - 1 <br />I <br />w <br />DESIGN SERVICES INC, <br />i <br />MOBILE/ OFFICE 352-206-552-T <br />E� l <br />OFFICE FAX 352-506-2342 <br />i <br />S. WANLEY P O BOX 1325 SAN ANTONIO <br />FLA, 335 <br />THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES <br />NO LIA51LIT`r' INSURANCE AND THEREFOR AGREES TO <br />HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER <br />FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING <br />.TTORNEY5 FEES) AtR151NG OUT OF OR RESULTING FROM <br />THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO <br />PROVIDE ERROR FREE COt4STRUCTION DRAWINGS, <br />IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT <br />IBE I -TELL LIABLE FOR THE C05T OF THE REPAIR5 OR <br />DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY <br />AND UNDERSTAND ALL INFORMATION BEFORE BIDDING <br />OR STARTING ANY WORK ON THE JOB, <br />1 <br />THE PLUMBING , ELECTRICAL AND MECHANICAL <br />PARTS OF THE FLAN ARE LION -STRUCTURAL AND i <br />MAY BE ADJUSTED BY THE 5UB-CONTRACTORS j <br />PERMITTED TO DO THE JOB, BUT THE CHANGES <br />MUST MEET THE MINIMUM STANDARDS OF THE <br />CURRENT FLORIDA BUILDING CODE, THESE CHANGES <br />ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER <br />OF RECORD FOR THIS PLAN, <br />BECAUSE THIS IS AN ADDITION IT WILL. BE THE <br />RESPONSIBILITY OF ALL SUBS AND SUPPLIERS <br />TO VERIFY ALL INFORMATION IN THE FIELD <br />BEFORE ORDERING ANY MATERIAL OR STARTING <br />ANY WORK. THE HOMEOWNER REQUIRES THAT <br />THIS NEW ADDITION MATCHES THE EXI5TNG HOUSE, <br />IF ANY INFORMATION IS NOT ON THIS PLAN THE <br />CONTRACTOR WILL NEED TO VERIFY THAT THE NEW 1 <br />WORK 15 MATCHING THE EXISTING, <br />THE SWNY ADDITION <br />t 0 3 1ith ST <br />ZEf=HYRHILL5 FLORIDA 33542 I <br />EAST P SCO COUNTY <br />11-26-21-0010-21300-0010 <br />'LIVING AREA 113313 SF <br />i <br />SCREEN FORCH 240 SP � <br />FRONT FORCH 100 SF <br />TOTAL UNDER ROOF 2201 SP <br />THE CONTRACTOR WILL ,BE RESPONSIBLE T-O VERIRT" THE SF, <br />VON E <br />AVID W, SMITH, MS.',/ <br />4 <br />I <br />FLORIDA LIG,# 53ro0a ► <br />51'J� 52 0 05 O FI G 32 52 0 0 6 FAX !� <br />131BOS WALLASTON DRIVE DADE CITE` ,FLA. 33525 II <br />i <br />1 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS � <br />PLAN AND FOUND IT TO 5E IN COMPLIANCE WITH <br />ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION <br />AND THE 2001B. 5UPFLEI'''IENTS WITH I ALL REV 16IGN6 I <br />AND UPDATES TO F C-01, <br />DAVID W- SMITH MS_ PE, *1 53600 <br />n� <br />