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2415 Myrtle Ave#11-1497- NSFHNEW WINDOW AC MINIMUM PROPERTIES EER 10 208/230V 16A 18000 BTU COOL 12000 BTU HEAT APPROX MO 27X18 NEW EGRESS WINDOW AND MOVED WDO AC CENTER IN SPACE CONTINUOUS HEADER IN WALL IS EXISTING NEW MASONARY PIE REMOVE EXISTING GABLE END OVERHANG AND GABLE ROOF FRAMING ABOVE - SEE PHOTOS OF ROOF NEW WINDOW AND MOVED WDO AC CENTER IN SPACE CONTINUOUS HEADER IN WALL IS EXISTING REMOVE— in 2-2X8 VERTICAL TOP PLATE NEW WALL_ AND DOOR NEW BEAM 2-2X8 A! IGN WITH EXISTING DOOR FLOOR PLAN WITH MODIFICATIONS 1/4" = 1'-0' I w AS THIS PROJECT IS THE MODIFICATION OF A COMPLEX EXISTING STRUCTURE WITH MANY HIDDEN CONDITIONS, INDICATES #5 VERTICAL ITEMS MAY BE UNCOVERED WHICH WILL REQUIRE FURTHER IN CELL FILLED DIRECTION. THE ARCHITECT IS TO BE NOTIFIED FOR WITH 2500 PSI CONC EVALUATION OF THE ITEM AND DIRECTION.. T I SUBMIT CERTIFICATION OF COMPLIANCE WITH WIND LOADING FOR DOORS AND WINDOWS (NOA) TO THE BUILDING DEPARTMENT AND SECURE DOOR AND WINDOWS AS SPECIFIED IN THE NOA WINDOWS - ALL SH, ALUM, WHITE, W SCREENS FRONT FLANGE WINDOWS. WIND LOAD DESIGN PRESSURES 1036X63 +17.7 -19.3 2 36X63 +17.7 -19.3 3 36X36 (NOTE WDO HT) +18.2 -19.7 4 36X36 (NOTE WDO HT) +18.2 -19.7 5 36x63 +17.7 -23.4 6 36X63 EGRESS +17.7 -19.3 7 36X63 EXRESS +17.7 -19.3 8 36X63 +17.7 -19.3 PRECAST HEADER OVER ALL WDOS- MIN 52X8 IN LINE WITH BOND BEAM - EXTEND 2#5 THRU FROM BOND BEAM AND FILL WITH 2500 PSI CONCRETE PRECAST SILL BLOCK UNDER ALL WINDOWS WDO - PRECAST HEADER 54X8 AT 36° WDOS DOORS ALL 6 PANEL OR EQUAL AL PLASTIC OR METAL FINISH ALUM THRESHOLD BRONZE LEVER HANDLE KEYLOCK DEADBOLT & 1 1/2 PR BUTTS WIND LOAD DESIGN PRESSURES 066X80 +17.4 -18.9 2 36X80 +17.4 -18.9 3 36X80 +17.4 -18.9 { PERMIT # { SANFORD BUILDING DEPT, THESE PI.,ANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMri. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCt'A., AL TfiR, OR SFT ASIDE ANY OF THE PROVISIONS OF: THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A Pr-RMi r PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TICIN OF ERRORS ON THE PLAN;, CONSTRUUMN OR OTHER VIOLATIONS OF TFIE CODES. RI - FOUNDATION CHANGES, SEE DRAWING 6 R2 6/4/2011 REMOVE DETERIORATED WOOD WALL AT�4UT AND REPLACE WITH CMU AND EPDXY `'ET #5 VERTICAL REINFORCMENT IN FILLED CIELL(S - ADD PRECAST HEADER OVE '' WIND X ANDREW KUTZ ARCHITECT AR0006491 4/20/2011 (407) 322-6855 AKUTZ@CFL.RR.COM { #5 REBAR FILL CELLS WITH 2500 PSI CONC NEW CMU - 4" CONC INFILL m – EXISTING SLAB CUT OFF TO INSTALL FOOTING 11 D X16 #5 REBAR IN CONC FILLED CELLS B 2-#5 16" WIDE x I CONTINUOUS DEEP WITH 2# CONTINUOU CONCRETE INFILL i—ExISTiw ARIES III -III- rIII�III 2-#5 CONTIN I6 -1 I; I SLAB TO POUR THRU AT 1)0OR-\ OPENINGS TIIIIII� - 245 CONTIN "—JI6 B J cn ~ Q W _ Zl 00 Q r- O Q z I I T - 2-#5 CONTINUOUS NEW SLAB T-2 #5 REBAR IN CELL FILLED W 2500 PSI CONC EXISTING A FOUNDATION DETAILS 3/4" = I' -O° lel A MATCH EXISTING ES #5 VERTICAL FILLED WITH ;I CONCRETE TOP OF WALL IS T^ n C7 c' "SH WITH ING WALL FOUNDATION PLAN 1/4" = 1'-0" )ATION NOTES ,ICRETE SHALL BE MININUM 3000 PSI AT 28 DAYS L SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14 TURE NFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 ED STEEL NFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH TE COVERAGE NFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR :RS OR 25 INCHES WHICHEVER IS GREATER 3ARRIER SHALL BE 6 MILL POLYETHYLENE JNDATION HAS BEEN DESIGNED FOR A SOIL BEARING rY OF 2500 PSF. 1BER IN CONTACT WITH MASONRY SHALL BE PRESSURE D LED CELL MASONRY SHALL BE GROUTED AND POURED IN '1 8 FOOT LIFTS . A PRECAST REINFORCED CONCRETE LINTEL OVER :NINES IN THE MASONARY WALLS. LINTELS TO BEAR ENDS. NOTE THAT LINTELS AND BOND BEAM OCCUR SAME COURSE. RI - EXTEND FOOTING A CUT OFF EXISTING SLAB FOR FOOTING D (D ANDREW KUTZ ARCHITECT AR 0006491 4/20/2011 (407) 322-3855 In 91 V T ALLEY 60' I EXISTING SHED { 41'-1" ---sgl--8-0° FEW ------- ---.----- Ca (`) I{i (_)I L J LEXISTING_- �L._a;'��' �, rLw Y�YC..uL1L..ce. • '�-� � 4�WL k3:..... � .«.�t��� r SWtiI ___—_....._ ....�.-21•_:'r:..—_..�._ _.... _.—.. 4i1.[2��.__�—.. _ Sli,�:"r Lt'PtC�ll..— �_ __aL�'irZ.t�3f' PARCEL ID: 36-19-30-539-0000-0560 LEGAL: S 40 FT OF LOT 58 + N 20 FT OF LOT 57 FRANKLIN TERRACE, P133 P78 !�-✓� SI T E PLAN I/8" = 1'-0.. A FRAMING MODIFICATION 2415 SOUTH MYRTLE AVENUE SA FORD, FLORIDA 32771 OWNER: JOSE S CRUZ SANCHEZ PHONE: ,(321) 274-5363 41 SCOPE OF'WORK: THIS PROJECT IS CHANGE THE FLAT ROOF ON THE EAST SIDE OF THE HOUSE TO A SHINGLE COVERED SLOPED ROOF, WITH BUILDING CHANGES TO ACCOMODATE THE ROOF CHANGES AS THIS PROJECT IS THE MODIFICATION OF A COMPLEX EXISTING STRUCTURE WITH MANY HIDDEN CONDITIONS, ITEMS MAY BE UNCOVERED WHICH WILL REQUIRE FURTHER DIRECTION. THE ARCHITECT IS TO BE NOTIFIED FOR EVALUATION OF THE ITEM AND DIRECTION. "�PI_ICABLE CODES Fl.-'' I7l`IDA EXISTING BUILDING CODE (2007), WITH 2009 SUPPLEMENT LEVEL 2 ALTERATION FLORIDA FIRE PREVENTION CODE (2007) NFPA 101 LIFE SAFETY CODE (2006) NFPA "lUNIIFORM FIRE CODE (2006) FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE SANFORD MUNIICIPAL CODE WINDDESIGNI BASIC WIND SPEED ---------110 MPH IMPORTANCE FACTOR----- EXPOSURE ---------------- B INT PRESSURE COEFFIC-- .18 DRAWINGS I - COVER, SITE PLAN! AND DATA 2 - EXISTING PLAN AND SECTIONS 3 - MODIFICATIONS PLAN 4 - ELEVATIONS 5 - CROSS SECTION AND PHOTOS 6 - DETAILS 7 - FRAMING PLAN 8 - FOUNDATION PLAN! 9 - ELECTRICAL & PLUMBING cORIJ F317l1}� 1G 17'rP'f.y cp�pt'iifJidA� � r,FN. GVIE�NEC) 1DjcJSU�.�e IAj 11T4t i Iv Ftp �vtl {,APE ,S��f� �=Y f� H�F2r�tC..tF � �'1GE,1.1'T}•{OPt'PY ��� Or "t F1G IYydi F c1�E Atte �Ftt�{ � C 7 n• a1 tAt � ill �"e13�<�� cvFNtl�r'�talt� t{U,r �'rt��c��� PERMIT # --L' -L` A R C W rECT AR 0006491 x/20/2011 (407) 322-:5855 LA. a EXISTING CONCRETE PADS BELOW EXISTING 2x6 JOISTS @ 24" OC +/- INDICATES EXISTIN( WINDOW A( GABLE END OVERHAN( FRAMING ABOVI EXISTING STEM WALL 2 BLOCKCOURSES HIGI ELECTRIC PANEI ATTIC ACCES` EXISTING 4" SANITARY SEVER EXISTING FLOOR PLAN -- _ 1/4° = P-0' �ICATES EXISTING ,OD FRAME WALLS ICATES EXISTING JDICATES ATTIC ABOVE A ARCHITECT AR 0006491 4/20/2011 (407) 322--3855 NEW WINDOW / MINIMUM PROPERTIE EER 208/230v IE 18000 BTU CO( 12000 BTU HES APPROX MO 27X NEW FGRE: WINDOW Al' MOVED WDO / CENTER IN SPA( CONTINUOUS HEADS IN WALL IS EXISTIP NEW MASONARY PIE REMOVE EXIST[ GABLE END OVERHA AND GABLE RO FRAMING ABOVE SEE PHOTOS OF RO NEW WINDOW At MOVED WDO i CENTER IN SPA, CONTINUOUS HEADI IN WALL IS EXISTII F 2-2X8 VERTIC TOP PLA NEW WAL AND D00 NEW BE, 2-2Xf Al IGH WITH AS THIS PROJECT IS THE MODIFICATION OF A COMPLEX EXISTING STRUCTURE WITH MANY HIDDEN CONDITIONS, AL ITEMS MAY BE UNCOVERED WHICH WILL REQUIRE FURTHER DIRECTION. THE ARCHITECT IS TO BE NOTIFIED FOR EVALUATION OF THE ITEM AND DIRECTION. SUBMIT CERTIFICATION OF COMPLIANCE WITH WIND LOADING FOR DOORS AND WINDOWS (NOA) TO THE BUILDING DEPARTMENT AND SECURE DOOR AND WINDOWS AS SPECIFIED IN THE NOA WINDOWS - ALL SH, ALUM, WHITE, W SCREENS FRONT FLANGE WINDOWS. WIND LOAD DESIGN PRESSURES (1)36X63 +17.7 -19.3 2 36X63 +17.7 -19.3 3 36X36 (NOTE WDO HT) +18.2 -19.7 4 36X36 (NOTE WDO HT) +18.2 -19.7 5 36X63 +17.7 -23.4 6 36X63 EGRESS +17.7 -19.3 7 36X63 EXRESS +17.7 -19.3 8 36X63 +17.7 -19.3 PRECAST HEADER OVER ALL WDOS- MIN 52X8 IN LINE WITH BOND BEAM - EXTEND 2#5 THRU FROM BOND BEAM AND FILL WITH 2500 PSI CONCRETE PRECAST SILL BLOCK UNDER ALI_ WINDOWS WDO AC PRECAST HEADER MIN L+3X8 A LeB FLOOR PLAN WITH MODIFICATIONS 1/4' - I'-0° DOORS ALL 6 PANEL OR EQUAL PLASTIC OR METAL FINISH ALUM THRESHOLD BRONZE LEVER HANDLE KEYLOCK DEADBOLT 6, 1 1/2 PR BUTTS WIND LOAD DESIGN PRESSURES �I 36x80 +17.4 -18.9 266X80 +17.4 -18.9 3 36X80 +17.4 -18.9 ANDRgW KUTZ ARCHITECT AR0006491 4/20/2011 (407) 322-3855 AKUT-Z@CFL.RR.COM NEW SHINGLES NOTE: LEAD FLASH ALL PLUMBING PENETRATIONS THRU ROOFING - SHINGLE !M THE FLASHING It- II111' 111 1.'L Ill- jlit. I.H1111,Ll1_I".l 11 vil 11- 1. 111...}t ,l It 1 111 1, 141.+11111. 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CMU WALLS I11i 11 I1 1.99Li.11�_1{JiIt, ' Ilt 1_H J1--)(.fll�_1J11. X1!1 11,1 .i _1! l�_(11L1..1{I11 -1�1i. 1.1 11 11�( �I�llll 1(1{.111�11� 11111. 11 i�.�+IIc 1_rr+i i,i!, i1!ir11111„ 1C'r- Il 1: ,I r�li��; �;ir;+ dill 111!1 is IL_Nill 111'' 1111I� 1LJ11i_1111111!1.111111!111iI11!11111.11{.IIJ 111111.1 1-11111.11. 11If11 fJl!if11ItII Ill 1111111 1'111111111 II 111 ,1,iII 111111 IlJl11 + r!t 1111!! il�!1I 11 H.i� 11110 111111 0 NORTH AST 1 --.-MATCH EXISTING J N NEW MASONARY PIER FLOOR LINE F -T -T 1 7 - NDICATES NEW NEW SHINGLES TO MATCH EXISTING NEW GABLE END FRAMING NEW HARDI BOARD VERTICAL PANELING 2X1 AT 16" OC Ili�_•___,:..---....,._ FRAMING IS EXISTING -i��ii li i II _Ili 12 (� l - -- RE -SIDE WITH HARDIE / 1> II II II ll II III 4- p BOARD FOR CONTINUITY Tl��ll Il 1I II II�- ll 11 i �II II -1 -- __,_ ELEVATIONS 1/4" = 1'-0" A=-41 It I '�11 I I III '-- -- - ---- L- - 1 --------- ---------------- --------- --- --- --- - �: I 1 1 I 1 EXIST ..i I 1 I 1 - WALL ►� 1_,1,1;1, 1 I. l.- I i. 1. I�-- I_,{_. lI "' 1 -1 ! -I I_ PORCH ; �_ ) EXISTING I 1. I_ 1. I 1 1 I l r1 NEW I L. 1 I 1 1- I wDo - 1 MOVED Ac 1 I I -------------- - - - 41-911 25'-4" SOUTH II +/- 41-91s /- NEW ROOF 21'-5" - EXISTING DOOR CHANGED TO WINDOW AR0006491 4/20/2011 (407) 322-3855 AKUTZ@CFL.RR.COM a 4 BOTTOM OF FOOTING TO � BEAR MIN 12" BELOW GRADE REPLACED v� EXISTING TO BE REPLACED L/.IV 1 Ilrov 1 V UL REMOVED REMOVED B CROSS SECTION AT MAIN HOUSE 1/4" = 1'-0" EXISTING ROOF LOOKING SOUTH VA J 1 FIX- Ld TO EXISTING SO STUDS ARE IpIIj�W ., .. Iia.• p., T r EXISTIN MAX 24" OC tt. •,� 1 ,s'I � ; ROOF 4r � 41,11 l0r ro J + ri Y ' vr EXISTING REPLACE 12 r - t y yF1lai.4� VA J EXISTING GABLE END EXISTING SUPPORT WALL ADD STUDS TO 24" OC EXISTING CHANGES IN EXISTING ATTIC LOOKING NORTH HEIGHT OF "FLAT" ROOF F)HOTOS NEW PRE-ENGINEERED TRUSSES @ 24" OC 12 4 F —------------------------------------------ F — a ---------- NEW iii MASONARY EXTEND WALL EXISTING WALL UP �u ROOF STRUCTURE BOTTOM OF FOOTING TO _ - BEAR MIN 12'T - BELOW GRADE ISTING Iml REPLACE EXISTING WITH DBL 13/4x16 MICROLAM (LAM BEAM A a a JOIST -- HANGARS THA218 EXISTING SLOPE 2" 1 I TO EXISTING SO STUDS ARE a z EXISTIN MAX 24" OC tt. •,� 1 ,s'I � ; ROOF Al � "Y'P �� 9 t � .a � • J + to EXISTING REPLACE 12 t 4+ a WITH DBL EXISTING GABLE END EXISTING SUPPORT WALL ADD STUDS TO 24" OC EXISTING CHANGES IN EXISTING ATTIC LOOKING NORTH HEIGHT OF "FLAT" ROOF F)HOTOS NEW PRE-ENGINEERED TRUSSES @ 24" OC 12 4 F —------------------------------------------ F — a ---------- NEW iii MASONARY EXTEND WALL EXISTING WALL UP �u ROOF STRUCTURE BOTTOM OF FOOTING TO _ - BEAR MIN 12'T - BELOW GRADE ISTING Iml REPLACE EXISTING WITH DBL 13/4x16 MICROLAM (LAM BEAM A a a JOIST -- HANGARS THA218 EXISTING SLOPE 2" 5' -4' ,A CROSS SECTION AT CARPORT 1/4" = 1'-0" NEW 2-2x8 BEAM IN ARCHITECT AR 0006491 4/20/2011 (407) 322-3855 ADD STUDS TO EXISTING SO STUDS ARE EXISTIN MAX 24" OC ROOF INDICATES BEYOND EXISTING REPLACE 12 EXISTING 4+ WITH DBL 1 3/4x16 NEW MICRO FRAME WALL (LA AM B) 2x4 @ 24" OC �o a o ...... I. TOP OF WALL EW WALL.. . BEYOND . . . . . . . ao . , . ........................... I. EXISTING ................. ... . ... )0. 5' -4' ,A CROSS SECTION AT CARPORT 1/4" = 1'-0" NEW 2-2x8 BEAM IN ARCHITECT AR 0006491 4/20/2011 (407) 322-3855 #5 REBAR FILL CELLS WITH 2500 PSI CONC NEW CMU --� DRILL THRU EXIST CONC SLAB EXISTING SLAB 5/8" THREADED RODS) WITH 3x3x1/4 PLATE �— WASHER SECURED WITH DOUBLE NUT D #5 REBA� CONC FIL CE 2-#5 CONTI Lo N Q z J B 245 16" WIDE CONTINUOUS DEEP WITH CONTINU( SLAB TO POUR THRU AT DOOR—\ OPENINGS __I4" 4I I I� I I I� I—IIITI -111-1117 2-#5 CONTIN_/Li 6 16 N I1 II 1 I: L_ 2-#5 CONTINUOUS NCRETE 'ILL 'ISTING 5 NEW SLAB -2 #5 REBAR IN CELL FILLED W 2500 PSI CONC EXISTING A FOUNDATION DETAILS 3/[t" = 1'-0" MATCH EXISTING ES f5 VERTICAL FILLED WITH d CONCRETE TOP OF WALL IS D C7' "SH WITH ING WALL FOUNDATION PLAN 1/4" = 1'-0" N DATION NOTES \1CRETE SHALL BE MININUM 3000 PSI AT 28 DAYS L SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14 TURE NFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 ED STEEL NFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH TE COVERAGE NFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR =RS OR 25 INCHES WHICHEVER IS GREATER 3ARRIER SHALL BE 6 MILL POLYETHYLENE JNDATION HAS BEEN DESIGNED FOR A SOIL BEARING "Y OF 2500 PSF. 1BER IN CONTACT WITH MASONRY SHALL BE PRESSURE D LED CELL MASONRY SHALL BE GROUTED AND POURED IN 'l 8 FOOT LIFTS A PRECAST REINFORCED CONCRETE LINTEL OVER :KINGS IN THE MASONARY WALLS. LINTELS TO BEAR ENDS. NOTE THAT LINTELS AND BOND BEAM OCCUR SAME COURSE. AR 0006491 4/20/2011 (407) 322-5855 4 OL O O J C/) � f - a w _ Z. f' oa Q -? Q n O N I1 II 1 I: L_ 2-#5 CONTINUOUS NCRETE 'ILL 'ISTING 5 NEW SLAB -2 #5 REBAR IN CELL FILLED W 2500 PSI CONC EXISTING A FOUNDATION DETAILS 3/[t" = 1'-0" MATCH EXISTING ES f5 VERTICAL FILLED WITH d CONCRETE TOP OF WALL IS D C7' "SH WITH ING WALL FOUNDATION PLAN 1/4" = 1'-0" N DATION NOTES \1CRETE SHALL BE MININUM 3000 PSI AT 28 DAYS L SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14 TURE NFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 ED STEEL NFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH TE COVERAGE NFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR =RS OR 25 INCHES WHICHEVER IS GREATER 3ARRIER SHALL BE 6 MILL POLYETHYLENE JNDATION HAS BEEN DESIGNED FOR A SOIL BEARING "Y OF 2500 PSF. 1BER IN CONTACT WITH MASONRY SHALL BE PRESSURE D LED CELL MASONRY SHALL BE GROUTED AND POURED IN 'l 8 FOOT LIFTS A PRECAST REINFORCED CONCRETE LINTEL OVER :KINGS IN THE MASONARY WALLS. LINTELS TO BEAR ENDS. NOTE THAT LINTELS AND BOND BEAM OCCUR SAME COURSE. AR 0006491 4/20/2011 (407) 322-5855 4 d TRUSS NOTES 1) TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN, 2) THE TRUSS FABRICATOR SHALL PREPARE A FRAMING LAYOUT INDICATING THE LOCATION OF THE TRUSSES, BEARINGS, TRUSS SPACING, BRACING LOCATION AND OTHER INFORMATION DEEMED PERTINENT. FABRICATOR SHALL UPON APPROVAL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLEING AND PROPER TEMPORARY AND ERECTION BRACING 4) PERMANANT BRACING AS INDICATED ON THE DRAWINGS SHALL BE A MINIMUM OF 2X4 DIMENSION LUMBER WITH 2 -16D NAILS IN EACH TRUSS UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR RECOMMENDED BY THE TRUSS DESIGNEER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED 5) THE TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD DIMENSIONS PRIOR TO FABRICATION. NOTIFY THE ARCHITECT IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED OR REQUIRED 6) PROVIDE HURRICANE ANCHORS IN ACCORDANCE WITH THE GOVERNING CODE AND REGULATIONS AND AS INDICATED ON THE DRAWINGS. TRUSS HANGARS 1' STRUCTURAL NOTESTHA218 �... --- -- ;; , ,. M TM I TY CAL 1) FOUNDATION DESIGN IS BASED ON 2000 PSF MINIUMUM ALLOWABLE BEARING PRESSURE. �._ ✓ �, _ r 2 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-79 3) CONCRETE 28 DAY STRENGTH FOR SLABS AND FOOTINGS SHALL BE A MINIMUM OF 2500 PSI WITH i MAXIMUM 2 3/4 AGGREGATE.' ----- 4) - , 4 REINFORCING STEEL SHALL_ BE IN ACCORDANCE WITH ASTM A615, GRADE 60, EXCEPT STIRRUPS AND — TIES MAY BE GRADE 40/L f✓J� /.. I I r 5) THE STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. WINDOWS SHALL BE COVERED WITH , —-"'—'?— STORM SHUTTERS OR PLYWOOD TO PREVENT PROJECTILE PENETRATION / i'✓ ;` '✓ ,�` ,✓✓ % i ` ?` _. -r /' - �, / J �, - /' %. ✓ i J% f` ,/�`' ' _.... ''" ..�.%, 1. 6) DESIGN LOADS IN ACCORDANCE WITH FABC ARE: I ✓ ,' r ✓ / / '/ ; f ✓ ✓ �l r ' ✓C 3 ROOF LOADS 20 PSF / '' ✓` �,r ✓ r' /' % DOUBLE 13/4 x I6 ,lj' ,' ;' ✓ f'WIND LOADS 110 MPH (PER ASCE 7)� AL_ '//✓� �� (�/,1;-r,i�;�,%,r✓�� r l,__. i, ��' --✓ r' ; ' ✓ ,� ✓ ,� ` INTERIOR PARTITIONS 5 PSF PERPENDICULAR TO THE FACE OF THE WALL MICROLAM BEAM A LUS 6 , ,�' ,% ✓�'� , l r ' /r'` J r" ✓✓ / M TM20 ; ✓ f/ f✓ �,�` /TYPICAL i DOUBLE 1 3/4 x Ib ✓ J 7) LUMBER GRADES SHALL BE A MINIMUM OF r% ,, ✓/ ; /. ; , , �;' BOTH SIDES jl, ,r'' / / �; f` ✓'' ✓` MICROLAM BEAM B -__- :' f f ✓ HEADERS, COLUMNS, BEAMS 8, OVERBUILD FRAMING #ZSYP FB=1500 PSI �_ r, r ; LL. ,• r /' � BOTH ENpS � . WALLS, BLOCKING AND' MISCELLANEOUS #2 SPF � /BOTH AM BEAMS '✓ ✓✓ '" ✓ /_- SILL PLATES #2 SYP PT ;'" ✓ r'' r ' ' / r r PT LUMBER SHALL ALSO BE UTILIZED WHEREVER INDICATED � � � � � ✓✓ ( "%%'%'� � � ! �`✓ �+ /f '� '/ / � / / � MICROLAMS TO B3 1,3E 1 3/4 X Ib /' r'%✓ -"� i`LL /;' ✓'' f✓ j,J i' ✓', ✓ ,,f r' �' 7`' ,/' ,, r ✓,✓; /' % J, J f' / r,l 11 / � % / ✓ , 8) CONCRETE MASONRY SHALL COMPLY WITH ASTM C-60 WITH 28 -DAY PRISM STRENGTH OF 2000 PSI /^ ✓' ✓ � rf r � /✓ � rl / �; ✓ ,' � iJ`f ,� r MINIMUM WITH TYPE M OR S MORTAR. MASONRY PRECAST LINTELS SHALL BE PROVIDED OVER ALL /% 1. /` J' /' / frj • / ,•''� f;/ �'' Jf'' i ,; l,/` � ' �r / / / ;r' OPENINGS, AS SHOWN ON THE DRAWINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530 ;' i �;'l r /' J,' .% i' ! li' fr/ J/� / ,"'� % l/ ✓,J , i / ;r ,! AND ACI 531, PROVIDE CLEANOUTS AT ALL FILLED CELL LOCATIONS j ,' J' ,' ;✓ ;f' ✓' ji Jr %✓ /j / r: 9) PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FABC. /I r/ 'r ' ✓J ' f / ✓ 2-2X8 ,BEAM'' ' - ✓ r'' ;' , lf` / ,, 10) ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS INDICATED OTHERWISE r /' !' % % ✓'` 1 r' ;'` /' ' v� ` ✓ f 11) CONTRACTOR IS TO CHECK ALL FOUNDATION DIMENSIONS AGAINST FLOOR PLAN DIMENSIONS BEFORE ✓ r'c / / ,/,/ /,r' PROCEEDING WITH ANY FOUNDATION -WORK ✓ _ _._....._ ._._ . _ __..� � , '.s '"✓t �,i � � � _. >. .,�'._...��'� �.._...�.� 1 _ , 54 ' /'EACH END ,✓' `, / j 12) THESE STRUCTURAL REQUIREMENTS SHALL EXTEND TO ALL ITEMS COVERED SSTD 10-93, EXCLUDING,ri` r' .r' ;�• .., �'' f% c jr ` r,% j r r^'` l l; / ✓ /' / irr ✓'i/ fl' r✓l ✓"r % ..,r�✓ '� / / / rf FINISHES AND NON-STRUCTURAL ITEMS, MISC PARTS, OVERHEAD DOORS, ROOFING AND WALL WATERPROOFING, WHICH ARE TO BE DESIGNED BY OTHERS 13) NOTE IT IS NORMAL FOR CONCRETE FLOOR SLABS TO DEVELOP SHRINKAGE CRACKS y. ROOF FRAMING PLAN I/4" = 1'-0° INDICATES 2x4 BRACING ATTACHED TO THE TOP OF THE BOTTOM CHORD (2 ROWS) PRE=ENGINEERED WOOD TRUSSES— @ 24" OC 12 41 HGAMI0 @ EVERY TYPICAL TRUSS VERTICAL 2x6 INDICATES 2x4 DIAGONAL BRACING ACROSS EVERY THREE TRUSSES ON -EACH SIDE OF VERTICAL MEMBER OPPOSITE SIDES TO RUN OPPOSITE DIRECTIONS TO CREATE X BRACING —2x6 RAFTERS @ 24" oc WOOD FRAMING - NEW CMU PIER FIELD CUT AND FIT TRUSS END TRUSSES /—BEYOND TRUSS HANGAR NEW BEAM 2x6 RAFTER CONTINUE —AT THE EXISTING ROOF SLOPE -ADDED 2x6 LEDGER 12 J -V L-A I LIVJIVIV —L AHDRVW KUTZ ARCHITECT AR0006491 4/20/2011 (LE07) 322-3855 AKUTZ@CFL. RR. COM 5/8" PLYWOQ 1/2" ANCH, BOLT @ 32" 2x8 P I x2 P - 2x6 P1 VENTED SOFF11 PAINTEE 8x8x16 CMI. 1/2" REBAF IN CELL FILLEE WITH 2500 PSI CONCRETE 3- 1/4x3 WOOD SCREW 2x6 @ 24" OC 2x6 @ 24" OC VERTICAL NEW TRUSSES @ 24" OC � MSTM16 THA218 18 -IOD TO BEAM 4-10D TO TRUSSES V 0 WRAP CONNECTOR OVER TOP OF TRUSS NEW TRUSS AND SECURE WITH 7-10 D NAILS REMOVED JOIST EXISTING JOIST _____________________________ LOCATION VARIES NEW 2xLf PLATE ' - + ENGINEERED MSTM16 ES @ 2411 OC 2x4 SISTER EVERY TRUSS W 4 TITEN 1/4x2 1/4 4 INTO EXISTING CMU N 3-1/40 WOOD SCREWS I STA 12 10 -IOD V7 Lij r �rt A rl� _j a .' � a ca co MSTM16 o SSP 7-10D To TRUSS 4-10D x 1 I/2 TO STUDS 4-14x2 1/4 TITEN TO BLOCK I-101 x 1 1/2 TO PLATE I I 1 1 � � � 1;1 CD s STA 12 10 -IOD V7 Lij r �rt A rl� _j a .' � a ca co MSTM16 o SSP 7-10D To TRUSS 4-10D x 1 I/2 TO STUDS 4-14x2 1/4 TITEN TO BLOCK I-101 x 1 1/2 TO PLATE c� O w ~ O cn U 1- � z D W N < W U w — 1— d J Ill z O 1-- w w F -- W a a w � a ' HGAMIO N LUS26 4 -SDS 1/4 x I I/2 TO TRUSS 4 -IODxl 1/2 TO RAFTER 4-1/4 X 4 TITEN TO CMU 6- 10D TO HEADER I CONNECTORS DETAILS 3/4" = 1'-0" c� c� z I- X w a _ v O 011 Z Q w �a X W N I — N HU28-2Z 14-1/4 x 2 3/4 TO CMU 6- 10D TO BEAM w cn i I _ 1! z 1- v) X LLI 0 w z m p °; A34 lz 8-8D x 1 1/2 C) w { ` 6 � < r'f�fRj�r" b1.�ltturg W (r,62 di IJ fldha 1 Icy w 11ry, t- MSTM20 7-10D TO TRUSS 4-14x2 1/4 TITEN TO BLOCK (g) 2x4 PERPENDICULAR FIELD MEASURE AND FIT .� 2-1/4x3 WOOD SCREWS + NEW 5/8" PLYWOOD FLUSH WITH EXISTING ,l - 2x6 ?T COt'ITI R)OUS LUS2 NEW 2x6 PT CONTIN WITH 2-3/8x4 LAG BOLTS INTO EVERY RAFTER NEW TI @ (C) GABLE END CONSTRUCTION 3/4" _ V=0" JOINT - USE 16 FT PT 2X6 LEDGERS -2x6 @ 24" OC HGAMIO AT EVERY VERTICAL 2x6 �A34 TYPICAL 2x6 ?T BLOCKING W 3-1/4 x 3 V1000 SCREWS EACH SIDE OF JOINT LEDGER JOINT EXISTING WOOD FRAME — WALI EXISTII STEMWA EXISTING MASONARY COLUMN WITI- FILLED CELL` -2x8 ONEW WALL 16" OC C STUD TTOM HUS28-2Z H END K8 PT NEW I TITEN OG NEW BEAM NEW GABLE END LADDER TRUSS /211 PLYWOOD IEW LAM BEAM A 'x4 PT FRAMING FOP OF MASONRY 'IER TO UNDERSIDE )F ROOF DECK ?x8 PT PLATE N 1/2" ANCHOR 3OLTS @ 32" OC EW LAM BEAM B j�l NEW GABLE END FRAMING TOP OF EXISTING ROOF TO UNDERSIDE OF ROOF DECK 2x4 PT @ 16" OC PIER FRAMING OH ABOVE MASONARY �-EXISTING 2x8 PLATE � � w CD s EXISTING CMU WALL �a 5/8" PLYWOOD - NAIL T c� O w ~ O cn U 1- � z D W N < W U w — 1— d J Ill z O 1-- w w F -- W a a w � a ' HGAMIO N LUS26 4 -SDS 1/4 x I I/2 TO TRUSS 4 -IODxl 1/2 TO RAFTER 4-1/4 X 4 TITEN TO CMU 6- 10D TO HEADER I CONNECTORS DETAILS 3/4" = 1'-0" c� c� z I- X w a _ v O 011 Z Q w �a X W N I — N HU28-2Z 14-1/4 x 2 3/4 TO CMU 6- 10D TO BEAM w cn i I _ 1! z 1- v) X LLI 0 w z m p °; A34 lz 8-8D x 1 1/2 C) w { ` 6 � < r'f�fRj�r" b1.�ltturg W (r,62 di IJ fldha 1 Icy w 11ry, t- MSTM20 7-10D TO TRUSS 4-14x2 1/4 TITEN TO BLOCK (g) 2x4 PERPENDICULAR FIELD MEASURE AND FIT .� 2-1/4x3 WOOD SCREWS + NEW 5/8" PLYWOOD FLUSH WITH EXISTING ,l - 2x6 ?T COt'ITI R)OUS LUS2 NEW 2x6 PT CONTIN WITH 2-3/8x4 LAG BOLTS INTO EVERY RAFTER NEW TI @ (C) GABLE END CONSTRUCTION 3/4" _ V=0" JOINT - USE 16 FT PT 2X6 LEDGERS -2x6 @ 24" OC HGAMIO AT EVERY VERTICAL 2x6 �A34 TYPICAL 2x6 ?T BLOCKING W 3-1/4 x 3 V1000 SCREWS EACH SIDE OF JOINT LEDGER JOINT EXISTING WOOD FRAME — WALI EXISTII STEMWA EXISTING MASONARY COLUMN WITI- FILLED CELL` -2x8 ONEW WALL 16" OC C STUD TTOM HUS28-2Z H END K8 PT NEW I TITEN OG NEW BEAM NEW GABLE END LADDER TRUSS /211 PLYWOOD IEW LAM BEAM A 'x4 PT FRAMING FOP OF MASONRY 'IER TO UNDERSIDE )F ROOF DECK ?x8 PT PLATE N 1/2" ANCHOR 3OLTS @ 32" OC EW LAM BEAM B j�l NEW GABLE END FRAMING TOP OF EXISTING ROOF TO UNDERSIDE OF ROOF DECK 2x4 PT @ 16" OC PIER FRAMING OH ABOVE MASONARY �-EXISTING 2x8 PLATE 1/2" ANCHOR BOLT @ 62 Oc EXISTING CMU WALL 5/8" PLYWOOD - NAIL T TRUSSES WITH 8D NAIL AT 4" OC. PROVIDE SOLID BLOCKING AT AL PLYWOOD JOINTS BETWEEN TRUSSES - D( NOT USE H CLIPS. SECURE PLYWOOD TO BLOCKING WITH 8D MATCH EXISTING NAILS AT 6" OC TABLE END TRUSS (LADDER TRUSS) EXTEND SHINGLES 1" TOLD DOWN 3 I/2" GALV. METAL DRIP — 1211 PLYWOOD - NAIL 4"OC WITH 8D-1 1/2" IAILS P.T. 1" X 2" DRIP 5# FELT P 2" X 6" PT FASCIA - iARDI SIDING 1'. '° VENTED SOFFIT SYSTE (ALUM. OR WOOD) 'x4 DIAGONAL BRACING )NE DIAGONAL INSIDE, ONE DIAGONAL OUTSID SPF 2x4 LATERAL BRACE @ TRUSS THIRD POINTS -iORIZONTALLY - 16D NAILS ?-16D NAILS EACH BLOCK @ BOTTOM CHORD PAINT FINISH ?x8 PT SYP CONTINUOUS PLATE /2" AB WITH 211D CUT WASHER @ 18" OC 8" X 8" X 16" CONIC. WALL IN COMMON BO MASONARY BOND BEAM W 145 HORIZONTAL JOINT RE AT 16 INCHES OC 3" CMU SEAL AND PAINT1" FINISH GRADE VARIES CONC. FOOTING (250C WITH 2 #5 CONTINUOL �, ^ � 4 1 ;c aW� R 3 y Lt' TYPICAL WALL SECTION 3/41) FIBERGLASS SHINGLES OVER 15# FELT UNDERLAYMENT PRE - ENGINEERED ROOF TRUSSES C� 24 OC 219 BATT ATTIC INSULATION (6") MINIMUM /2" DRYWALL CEILING 30ND BEAM" TIE BEAM -1LLED WITH 2500 PSI 'ONC. REINF. W/ 1-#5 BAR CONT. 'RE -CAST LINTELS OVER ALL 1ASONRY OPENINGS ARE IN THE ;AME COURSE _ #5 IS TO RUN ;ONTINUOUS fHRU ALL LUMINUM FRAME WINDOWS ECAST WINDOW SILL INDOW STOOL '2" DRYWALL X 2" P.T. FURRING STRIPS 16" OC 5 BATT INSULATION 5 VERT IN CELLS FILLED 2500 PSI CONC OTE - PRECAST LINTELS ARE IN INE WITH THE BOND BEAM. CUT LOCK TO ACCOMODATE DOOR RAMES BELOW THE PRECAST INTELS ARCHITECT AR0006491 4/20/2011 (407) 322-3855 EXISTING 11 A A l l T A 11 11 PLUMBING PLAN 1/8" = I' -o" RECONSTRUCTION OF THE EXTERIOR WALL IN A SLIGHTLY CHANGED LOCATION REQUIRES THE MOVEMENT / REINSTALLATION OF ELECTRICITY AND PLUMBING ASSOCIATED WITH THAT WALL. CEILING LIGHTING WILL SIMILARLY REQUIRE REINSTALLATION WHEN EXISTING CEILING ARE REMOVED. NEW HOSE BIB NEW 3" VTR "' EXPOSED ON THE NEW WALL \IEW AIR GAP CONNECTION =XTEND MIN 8" ABOVE WASHER PLUMBING NOTES ALL HOSE BIBS SHALL HAVE NON REMOVEABLE VACUUM BREAKERS THE POTABLE WATER SYSTEM SHALL BE DISINFECTED IN ACCORD WITH THE PLUMBING CODE TEST THE WATER SYSTEM AT 125 PSIG FOR 24 HOURS BEFORE COVERING UP ANY WATER SUPPLY LINES TEST THE WASTE PIPING WITH A 10 FT HEAD OF WATER FOR NOT LESS THAN 30 MINUTES BUILDING POTABLE WATER LINES SHALL BE TYPE L COPPER OR CPVC. SITE POTABLE WATER IS EXISTING SITE SANITARY PIPING SHALL BE SCHEDULE 40 PVC ANY HOT AND COLD WATER IN THE ATTIC /CEILING SPACE SHALL BE INSULATED WITH I" FIBERGLASS EXTEND ALL PLUMBING VENTS THROUGHT THE NEW ROOF STRUCTURE AND INSTALL LEAD FLASHING LEAFED INTO THE SHINGLES. KEY TO ELECTRIC SYMBOLS EXISTING T ELECTRICAL PLAN 1/8° = I' -o" ELECTRICAL NOTES PROVIDE INSULATED BOXES FOR ALL RECESSED INCANDESCENT FIXTURES ALL ELECTRICAL DEVICES SHALL BE INTERMEDIATE GRADE OR BETTER TELEPHONE WIRING, CONNECTIONS AND DEVICES OTHER THAN CONDUIT AND J -BOXES SHALL BE BY THE OWNER LOW VOLTAGE WIRING SHALL BE BY THE OWNER ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12 ALL PRIMARY CIRCUITS SHALL BE COPPER. NO ALUMINUM WIRE IS ALLOWED PAST THE METER ALL FEEDER CONDUCTORS SHALL HAVE COMPRESSION CONNECTORS ALL WIRING DEVICES SHALL BE GROUNDED TO THEIR BOXES UNDERGROUND CONDUIT MAY BE PVC WHERE ALLOWED BY CODE ALL ELECTRICAL WORK SHALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND CONDUIT SHALL BE SIZED TO MEET OR EXCEED THOSE REQUIREMENTS ARCHITECT AR0006491 4/20/2011 (407) 322-3855 Al<UTZ@CFL.RR.COM DUPLEX OUTLET, 120V c GFi GROUND FAULT OUTLET owP WATERPROOF OUTLET 42 RAISED OUTLET 240 V OUTLET Q FLOODLIGHT © RECESSED INCANDESCENT SURFACE INCANDESCENT 2x2 FLOURESCENT 2x4 FLOURESCENT O THERMOSTAT S SV4 TCH ,0j EXHAUST FAN, OR MOTOR -�^%- STRIP HEATER 0 H`/AC @) WATER HEATER ❑-' DISCONNECT EXISTING T ELECTRICAL PLAN 1/8° = I' -o" ELECTRICAL NOTES PROVIDE INSULATED BOXES FOR ALL RECESSED INCANDESCENT FIXTURES ALL ELECTRICAL DEVICES SHALL BE INTERMEDIATE GRADE OR BETTER TELEPHONE WIRING, CONNECTIONS AND DEVICES OTHER THAN CONDUIT AND J -BOXES SHALL BE BY THE OWNER LOW VOLTAGE WIRING SHALL BE BY THE OWNER ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12 ALL PRIMARY CIRCUITS SHALL BE COPPER. NO ALUMINUM WIRE IS ALLOWED PAST THE METER ALL FEEDER CONDUCTORS SHALL HAVE COMPRESSION CONNECTORS ALL WIRING DEVICES SHALL BE GROUNDED TO THEIR BOXES UNDERGROUND CONDUIT MAY BE PVC WHERE ALLOWED BY CODE ALL ELECTRICAL WORK SHALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND CONDUIT SHALL BE SIZED TO MEET OR EXCEED THOSE REQUIREMENTS ARCHITECT AR0006491 4/20/2011 (407) 322-3855 Al<UTZ@CFL.RR.COM