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O ID 231' Oi" CUT AWAY AND REMOVE 4' 8" OF EXISTING SLAB AND REMOVE ONE COARSE OF BLOCK FROM EXISTING STEM WALL AT THE ORIGINAL REAR OF BUILDING \ \ \ \ �- - - -o \ \\ \\o\ \\ \\ - - -- --- - - -- --- --- --- - - -- q MONO FOOTING, SEE CUT BUILDING SECTION DETAIL S I o a - - - _� _ r - -- - - - - - - - - - Q - - * a - - - - r •rr " r rr" r - --- --- -- -- -- ---- -- - - - - -- -- - r -- -- - - i- r /-r- - r r- - r - - - - i ___ _ / 7 T 7 7 i 7 7 7 - i _ 1 _ _ _ c - cc - cc cc rc �c c cc rc Ir ,. �-- 1 - r l ., r' • , _ �' ; -y- .. LZ7 ?'1.1 _, 1•--011111111 ��z� z'z'zrzr �7_Z_z z'- -z ZZz z'z'z'�zr �z'z'zf z'z'z'z'z� .; ..................- ..................................................................................... I.:....... ... . . • ' ��'1 0 00 00 0 .... .........., 1001-� 1'_1.�'_�010000.1.�.�'00'1.�.�o�..�.�'.�1�.1'11.�'0000001-�.0'000�00000�..00 000000• oo• 0001�0....'.•..••....'.'.._ ..'.'•'.�'..'....'.�'..'.'..•.'..�'.•.:..'..'.•..,.....'..•...'.....•'..'.'..'.'..'....'.'..•.'..'......'..'.'..'.'....•..'.'..'.:: - I . . : � • .- MONO FOOTING, SEE CUT BUILDING SECTION DETAIL S-I . .. .. '•' .. "' " - .. - .. . " "' ' ' "' "' "' "' MONO FOOTING, SEE CUT BUILDING SECTION DETAIL S-1" "' " "' " "' r 1 -y. •- - . r r � r -• I � cV . . . .i ?'�" 1.;'C_,°.. ,.....1 ... 1. I- .......... .. , ... '.. '..... ...............I- ..................1. 1:.........:-.........................I ...........I ... I GUT AWAY AND REMOVE 4' O" OF EXISTING : : I SLAB AT PHASE II AREA ON BUILDING THAT 1- .. - .. ... - - .. .. - .. ... .. .. ... .. ... .. ... .. ... .. - .. ... .. .- .. ... .. - .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... • . ' .. • . ' .. ' . ' .. ' . FINISH FLOOR 8LA8 WILL BE POURED AT A I.. • • • • '" '' ," ' ' CUT AWAY AND V 2 6 OF (STING • • I LATER DATE I . . :. : .. .. . .. ' O EX • SLAB T THIS AREA TO ALLOW FOR NEW ' ' I I I NEW 04" SLAB OVER EXISTINFOOTING. POUR THE G CONCROTING ETE 1 I . � .. ' SLAB . .. 1. 1. . I (TYp) SANITARY LINES INSTALLED AT I• 'Q I THESE AREAS FOR FUTURE RESTROOMS I . . . .. .. .. .. .. . . . . ... .. ... .. ... ... .. ... SLAB ELEVATION CHANGE I. .. . ... .. . ... ... .. "' - ... .. - .. -: .. ... .. "' .. . .. ... .. ... .. ... .. . .. . .. . ... .. �, I I .....'. ..... ..... .......'... ..'... 1:...'...1:.. I,:.. .. ............ .. ...... ...'. ...'..'... 1 ...'....... .......'........ ........ - r".'...'..'...'..'........'.....'..'.....'.....'..I ..'.....'..'.....'...'..'.....'...'.....'.....'..'..I.....'..'...'.....'..'...'..'.....'...'..'.....'........'..'........'..'...'..... I THIS AREA OF THE BUILDING WILL ONLY HAVE I-'•.*..•'..'-.-'...'•.'•••'•.'...'••'..•'•.'•.•'..•..•'-'...'..--- ONLY THIS AREA OF THE BUILDING WILL ... '...... ... .... '..'... ... .... '..'... E : I CONCRETE PADS POURED AT PHASE I OF THE I ' : ' : • ' : ' :' : ' :' ' :•' : ' ,- • : • ' : ' :' • , • ,' ' : ' :' ' : ' 1--,., HAVE NEW CONCRETE FLOOR POURED • ' • ' •• ' • 'I-'., •• • ' •• i CONSTRUCTION. SLAB WILL BE PERMITTED AND I': : . . . . . . . . . . . . . . . . OVER TOP OF EXISTING CONCRETE • ''. ' . ' . ' . ' ' ' . ' '' ' ' ' . ' . ,.1. • . U AT A LATER ATE .. .. .. .. .... •...'.. ... ...'..'... - ..'... .. ...,- '..,-'-.... ....'..'... ..'... E : i POURED ER D .'. ...... '...'..'...'..' •. I" L'..'...'..'...•..'......•...'..•...'..•""'•..."..'..'...'..'...'..""".,- ..•...'..•...•..'...'" ...•"""'.. "'*' '...'..'...''' ""'''''"' II I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :: i I i i I. .. ... .. ... - ... .. -: .. ... .. ... .. ... "' .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. -: .. ' " .. ... .. - .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... "C 11 1. ® .................... ...... - - ....._..A__..... ------- __.___ -•-----..-... ____.-- _.__. ----_- •.___._ .. ... .. ... • - ... .. ... .. ... .. ... .. ... ... .. ... .. - — .. — - ... .. ... .. ... .. ... ... .. ... .. ... .. .. ... .. .. .. ... o ... • I --- ... .. .. -j-- . .. ----- -- i 1 �3 .. . Y' :I >� J� EXISTING MASONRY A � G NR -. 1. _. - -- .•',.. r tf • ,. :., �.. .. ... ... .. ... t .,. ... .. .. f •.. .. .. .. .. f .. .. ... .. ... .. ... .. .. ... o I BUILDING '-4-------•-----•-----------------}._-- — —�--- •-------_—_-----------• --•— — ----_—_-----_--_---_---•—_—•--- -- -�----�.»�.,_—_-----------__'•-----_•• --- ---------�•---'-•--- ---—_------ — -- —_ --- _— _.._,.... .—. _..__._._,. L.,—_ �._.��._�.__ _ -.�_—. --- _ .. .. O ,. .. . .. • . •: L.1.. . . ......: 1 •----'-- --•- -- . . . . - - - -- O r . :: . C .'..'.' C C I' C -.a_-_ .. �•: _. ... • .....: • • ... ... .. ... ... .. ... .. — .. ... .. ... .. ... .. ... .. ... .. .. .. . .. .. ... .. .. ... .. ... .. ... .. .. • ..__ .. _ - Co . .. . .. . ....1. . . .. .. .. . . .. '..'.•..'.'..'.•..•.'..'...•..'.'..'.'..'.'..•.•..'.•..'.'... III 1 I i I ................. �.. :.t 1. 0 1 j I. �.. ''" '.. '.. ,... '. •.. '..... '........ :.f .......... '.. ....... '... ... ..... '... .. LL Q () i I 1 I.: '.. L. .. MONO FOOTIN¢., SAME .. ... ... .. ... I . I ' 'AS BACK WALK FOOTING.':':. O. . . . . . . . . . . . . . . . . 1 I �....'... ,.... .......I.. `'' o I I . . ....... .................... 1:.1. 1:............:......... ..... 1........... . r O . . . . . I I I ... '.. ..... '.. .....1. 1. 1....1 I - .........I .. 11, .. ............. I. ..... ......... ...... _ _.. - "I ...................................... T .....-....... .. �- C C V \� C C 8 ... .. I'. o .. _ _ 1 Co o�_ .. . . - 0 0 :o ...:o: . . f I..• .....I ..... ..... ...... ..... :I .l. I...... 1 �.. .. .. . �( __-..--___•---•___-•-�-__- --- - _____ - - •----_--_-•_- ----..----•--'-----'--•-_•_-•-•--•_-_ . - __-- - - - ------ - f -- .. 1------------------------.._.-------------_ ------ _-1._-_---.---_ . ._____.._.......______ .._._._ -_... ._____.-...____-__..___-__ ________ ____ 0 1 - - -..-- _...-. ::- A i-- _} A --- - ----_--- ---------------------- -- .- ----- - ---------------------------------- ."- ----------------.-.-_--..__ .- ------------------------------- ---- -.--_--------------- -------------• -_ - - - .. .. ... c , .., - T .............-- . .. .I . .. O ,...,.,,,. . i - ...... II .. ti 1 I I• ... .. ... : .:.. . ' ..: -:.: - .. ... .. .. ... .. ... .. ... .. --_----- -- M._ ... .. ... .. ... .. . ---.....1 -- - -L- -. - ......'.'..'. II L:............ - ................1 - - ... :.j.. '" ......" " ......" "' *'', .. ''' '" ' ........, - .. I.........._... - " ... " ............, ............ . '------------------------------------- --- ---------------------------------------------------------------------------------------------------------------------_------------------------ --------------------------------------------- -- -I- -I- -I -I- -I I I I I I I \'—II COVERED SIDE WALK LINE I 1 • I 32' O61I I 21O4n 24�1I23.11n 2��4u ' " � u I ' " I ,4i . 41 511 EXISTING BEARING LOCATION ON TRUSSES TO BE MOVED FROM THIS LOCATION TO NEW WALL LOCATION AS SHOWN L------r- ALUMINUM FASCIA WITH VINLY SOF SHEET EXTERIOR OF WALL WITH 1116" OSB OR 1/2" CDX PLYWOOD NAILED 3" OC ON PLATES AND BLOCKING AND 6" OC ON VERTICAL STUDS. COVER WITH VAPOR BARRIER AND METAL BUILDING SIDING i- (3) 2XIO +2 PINE WITH 1/2" PLYWOOD _ FILLER HEADER OVER ALL DOOR Q 0 AND WINDOW OPENINGS NOTE: TOP OF COLUMN PADS MAY VARY DUE TO EXISTING BUILDING FINISH FLOOR ELEVATION. THIS WILL BE DETERMINED IN FIELD BY CONTRACTOR, NOTE: REFER TO STEEL BUILDING PLANS FOR COLUMN BOLTS PATTERNS AND TO VERIFY COLUMN LOCATIONS.. 231 V/" FOUNDATION PLAN 1/611 = V011 31' 411 41 011 211 oil 50ME EXISTING WOOD ROOF TRUSSES HAVE I . TOP CORD WATER DAMAGE. REPAIR BY REMOVE EXISTING METAL DECKING AND 2X4 PLACING A 2X6 +2 PINE 5CA5 ON FACE OF WOOD PURLINS FROM EXISTING WOOD ROOF CORD MINIMUM 4'O EACH DIRECTION PAST CUT AWAY EXISTING CANTILEVERED WOOD TRUSSES. INSTALL STEEL HAT CHANNEL PURLINS THE DAMAGED AREA AND NAIL WITH (2) ROWS TRUSS THAT EXTENDS PAST BEARING BEAM ON TOP CORD OF WOOD ROOF TRUSSES • 24 OG " OF I6D NAILS 6 OC �- NO STRUCTURAL REPAIR REQUIRED DUE TO USING (I) 1/4"X 1 3/4" HEX HEAD WOOD SCREW AT j ��z_ VERTICAL WEBB AT BEARING BEAM EACH SIDE INSTALL METAL ROOFING PER MANUFACTURES I ' SPECIFICATIONS TO PURLINS .1 - 4' 0 1 I 1 6 H ADD 2X•2 PINE SCAB TO FACE OF EACTRUSS A O I ' I I AT NEW BEARING LOCATION WITH (6) *0 NAILS I ' : I I AT TOP AND BOTTOM CORD (TYP) 1 I I , . I I R-19 INSULATION fT BOTTOM OF ROOF DECK I I AT WOOD ROOF ITRUSSES AND STEEL BUILDIgG I 1 DAMAGED AREA (TYP) I 1 I ' : I I I I 1 . ' . I EXISTING WOOD TRUSSES I : : I I I I I 1 I 1 . ' I I 1 I I I . I : ' I I I I ---------------- I I I I I --1------------------ I I I I I I I I I I I I I I I I I I I I I I I I I SEE STEEL BUILDING PLANS FOR I I I 1 1 1 I I I I I DETAILS OF ADDITION SECTION 1 I 1 I I I I I- : I I RED IRON STEEL I I I (2) 2X6 •2 PINE TOP PLATE I 1 I . I I I I I . I I 1 I EXISTING FLAT WOOD TRUSS GIRDER 1 I II I I I I I I 1 BEARING LOCATION WITH WOOD POST I I I I I I I 1 TO REMAIN I I I I I I 1 I I I I 1 I I I GIRD SYSTEM TIED TO STEEL BUILDING 2X(o +2 PINE FIRE /— BLOCKING AT 8' 0" TTRL16 ES OR BOTTOM CORD OF WOOD A301 1/2" ALL THREAD ROD THAT EXTENDS FROM SLAB BELOW TO TOP PLATE ABOVE WITH 2" SQUARE WASHER AT TOP AT EACH SIDE OF OPENINGS AND SPACED MAXIMUM 12" OC AT ALL WOOD WALLS EXISTING BUILDING: J 2" STEEL PIPE RAILING 42" ABOVE R-15 INSULATION IN EXTERIOR WALLS DECK WITH BALSUTERS SPACED WITH 1/2" GYPSUM WALLBOARD ON 4" OC FINISH UNIT ONLY 5/4"X6" P.T. DECK ATTACHED TO CUT AWAY EXISTING SLAB AREAS JOIST WITH (2) +8X2" DECK SCREWS TO ALLOW FOR NEW BEARING WALL MONO FOOTINGS - . = \ I / _ 2X6 n P.T. \1) BOTTOM PLATE c(1 / , EXISTING BUILDING F.F. ---",� I fi 11 11 11 11 11 L& / • - • •'a 'a •'4 -a a d a'a_-a•'a •'a _a a .. _o_+___ .ew_A+._-- d•sa •e e._Ao_eA...l.2X6 P.T. JOIST 16O�A.'.-__ /••N a-_4 ► / \ / . _ 4 . 6-4 . A BOTTOM OF NEW FOOTING TO BE 2X6 P.T. RIM BEAM * 11 0 e ! A ' i ! INIMUM 16" BELOW ORIGINAL SOIL e*.'I'eA-4I OF BUILDING _ \/ \/ \/ \/ \ / O 2X8 P.T. PLATE BOLTED TO EXISTING WALL WITH 1/2"X6" REDHEAD EXPANSION 0) BOLTS 24" OC. SECURE DECK TO PLATE WITH SIMPSON H3 CLIP5 APPROX GRADE AT REAR OF BUILDING 2X6 P.T. LEDGER BOLTED TO FOUNDATION WITH 1/2"X6" REDHEAD EXPANSION BOLTS 24" OC. SECURE JOIST TO LEDGER WITH SIMP50N HU24 HANGERS THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF • REPAIRS OR DELAY TO THE CONSTRUCTION 14 EXISTING REAR BLOCK STEM WALL TO REMAIN REMOVE SLAB AT AREA AND I ROW OF BLOCK WALL IS 50LID CONCRETE POURED NEW F-F- a ° • ' 4 ' 4 ' 4 • ' a a ' a ' d • a - - 4 a • ' • _J1,• e.�__ ._ -4 -r1.• ew -- A _.A -14• er_ ° _ "e 4J1•. °. I1..._ °e.._.'�., __° MONO FOOTING WITH (3) +5 REBAR ON CHAIRS SEE FOUNDATION PLAN FRAME ABOVE GLASS AT FRONT OF BUILDING. % O %5 z _ EACH SIDE OF GLASS OPENINGS AND ALL OTHER z ID STEEL BUILDING AREAS WITH 3 5/8" STEEL STUDS _ O to x m R-IS FIBERGLASS INSULATION AND 1/2' GYPSUM U a W WALLBOARD N 0- O LL - - Q % -1[ 1: )- w 4 z u1 r-�� MINIMUM 4" 3000 PSI CONCRETE 5LA8 WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL , o" STEEL EXTERIOR SIDING OF BUIDING NEW F.F. . 4 . • a . • 4 • - 4 . . • a . • 4 • . a . a • ' q . • 4 . . a . • a • . a . - 4 • • 4 . • 4 • • a . • a . 4 • • 4 . • ° • . 4 • . a . ° . ° . A•4 . A'4 . A'4 . A•4 '4 A'4 A•4 A•4 A•4 A•4 A-4 A•4 A•., A•4 A'4 A•e A•4 A•4 A•4 A'4 A•4 A, •4 . A'4 . A." . A•4 . 4•4 A. 1 . . 41 . .F A. . . . • + e-! s-! + d-k 4! d-! s• a •° •4 a a a ' ° , a •° A,j SEE FOUNDATION PLAN SEE FOUNDATION PLAN IFOR PAD 517..E AT COLUMN FOR PAD SIZE AT COLUMN LOCATIONS LOCATIONS CUT BUILDING WALL SECTION DETAIL 8-1 NOT TO SCALE 10 Z to O 1 ap t a. O %& m TOP OF MANSARD ROOF BOTTOM OF MANSARD ROOF TOP OF PAD TO BE MINIMUM 12' BELOW TOP OF FINISH FLOOR OF PLACE COLUMN BOLT IN PAD BUILDING PER STEEL BUILDING MANUFACTURE (1) +5 REBAR EACH WAY EQUALLY SPACED AT TOP AND BOTTOM OF PAD - q a - d ' a - d ' q A".`Ae A► . •.,.! • A . a!a '•oa •,•d ••'a o•'d ••a i- •4 • A A•4 . 0•e e . .4 . A•e . A•e• . A•4 = .'►• P.'►' •.' O (3a°a••a!° a ! a • a .a,•_°•! . • -!°A•4 ° s cc)e•A•4 .A•e .4. A•e ,.AA ..•'eA'$ •`oAv•.'►- •oA 'i ia• d • O • d ,• d ,•0 ••a •a 1 . Lis,12"X12"X36" DEEP 3000 PSI CONCRETE PAD T FOOTING PAD A TOP OF PAD TO BE MINIMUM 12" PLACE COLUMN BOLT IN PAD BELOW TOP OF FINISH FLOOR OF PER STEEL BUILDING MANUFACTURE BUILDING (S) +5 REBAR EACH WAY EQUALLY 4 SPACED AT TOP AND BOTTOM OF p t PAD ct) ti— q 'q 'a a a '4.-4.-4.. w--- '4 • .e A.' - d d A','uA.'eP.'• a 4 e• • • ae 0 1, A sA ae d•4 . A•e . A•A A.A•e.A•4. . A.'a. A.,.. A. - A .' P.'.• A.'"' 02.' ♦ .' . e•!a ••d e•-d '64. a s• a•• 4ba -dAe •• a• -a", •e A•e d•s •e •s •4 •e •e a0•e sA ae !e-a -a" ! - a •-'a a, d"c e T 6" FOOTING PAD B 0 cq 90"X90"X36" DEEP 3000 PSI CONCRETE PAD TOP OF PAD TO BE MINIMUM 12" BELOW TOP OF FINISH FLOOR OF PLACE COLUMN BOLT IN PAD BUILDING PER STEEL BUILDING MANUFACTURE (S) +5 REBAR EACH WAY EQUALLY 5PACE) AT TOP AND BOTTOM OF PAD c(1 Z— 'a 'a 'a o 'a 'a 'd o a •i Ao bi P• P`e Ae A.'i A'.`io•a !a • •a • •a �° !•• eAo ••a e A•e . % •a . D . a•e . •e .A•4 . 0.4 ►' • A A A - A .'w' A. . b .'►• b . •'e •'a •'a •'o •'e •'a •'e •'a a O A 4 . A% . •e . A.F. . 6 •4 . A 4 . 0.4 . A•e . A•e . 0.4 ► • .' • .,., A .' A .'►• A .' b .'►• • .'. A .'w • .. a, • 4 e• • 4 s• ! 4 e• d • •• a a • a, ! •• ! a • •• a • • a -T ' e . 0.4 . A•e . D.4 . A•4 . A•4 . A% . A•4 • A-4 a A•4 e•'° a•'a • ! ° e•'• s ••'o a s ! •••'• a•'a • a _ % . d•4 . D•e A.A . A•e A•4 . A•4 . A•4 A•e . •4 SO"XSO"X48" DEEP 3000 PSI CONCRETE PAD -i. fo 11 FOOTING PAD C ARKAY ENGINEERING INC. 8 CTURAL EWnINEERS I Vv RICHKIDDEY P.E FLORVA LICENSE NUMBER 3.12S6 I HERBY CERTII-`Y THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERV15ION ARE IN COMPLIANCE WITH CHAPTER Irv, SECTION 160E OF THE FLORIDA BUILDING CODE 2010 AND AACE 1-10 FOR 131 MPH WIND ZONE RISK CATEGORY II m ul In z m Zz m zoo 0 0-4Z 0 0 D �^ J _ } 01 ul w5 H >0 t Z U uRi I am Q � W ~01 ZV ul� < co � w11 01 0 n U } A,a © � fy N Q mm N � � 1 T ru w ul m o :ju I In r W NLL jrmo r� i1) cf) 4p al�r owm m (1) * * -,Q (a 1 O z m i- m��Q) m (m so 0 u z go -- to u- 0-7� %- -0 � 4 z � 2 do c v emu. w m� () Z Q) of so kn � } U I LU , QO*'W Q) �. 0 (L, � v � If (`�1/. ul-��_,0- 1� W ,g 4- COo-0 C 0 co S S 10 U ( — CL � x -1 Q O 0_}} i I N CA i I CV rQ t- d w z a M a q .. _a (w- ) L U z d' z -1 a-4 V -4 :3 V (a >-() U� 4 LL u a. z —1 _4 4-1 61 cj) z rL `•i = ,- U lu a d) nO .0 `z w V 0- [w ) LL UNIT 01 1358 UNIT *2 1354 UNIT 03 1363 TOTAL 40-5 UNIT 4 18013 UNIT 05 1190 UNIT *6 1945 UNIT 01 1g24 UNIT *8 1808 TOTAL 13350 FRONT CANOPY 1185 REAR COVERED WALK 1106 TOTAL AREA 15641 52 AR <Ay M 13 — -- -- - - - __ 1 n rT-. I —1 1, � � III �I.,, -� .- � - � �.Ilt�.i1•. i 1 _� I T li. i1�1 Ln uiil�_�i�� ia9rlli. i,�.