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HomeMy WebLinkAbout1113 W 9 Sta Ct I'Y OF SANFORD PERNU F AITLIC Vt (ON t'ertuit # _Date: lob Address:—.�LIr�c'� �-h ��' ��}✓�t-C7 t!l �'7 1 I Description of Work: Historic District- T_ _ Zoning: Value Of ,Work: .$ reran{ Type: Building L/ Electrical Mediattical Mumbing __ Firc Spritik{cdAl trut E'ool EAectricaL New Service - H of AMPS Additiot/Alteration --- Change of Service ______ Tctdporaty ('ole .Kechanical: Residential Non -Residential Rcplaccrncnt _ Ncw __— (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: N of Fixtures T_ 11 of Water & Sewer Lines Plumbing/(Yew Residential: 1/ of Water Closets It of Uas Lincs t'lumbitg Repair - Residential or Commercial �— Dccupaucy Type: Kcsidential --- Commercial Industrial L:oastruetiou Type. H of Stories: It of Dwelling Units: — _ Flood Ione. (FEMA form required ) M Jwuers Name & Address: � /1 `C'Vt i i�r ` - ---- -- - — - -- — ' 7` !.!� 1 1 � ���'" Phouc: S untractor Namc & Addt essay_ VI _— �_ C�l� _` (� ✓l f��_ --- Statc t.iccnsc Number: ('I ContaclPersoow, P L" 1C�ltctllt.�'Iwuc�.- L 3ondingCompany: kddress: - - - - -- - — -- - - Fax: _ \pplicatiou is hereby made to obtain a peunit to do the work and installations as indicated, t ccttity that to work or itulall (iot has couuucuccd prior to the ssuance of a permit and that all work wilt be perforated to meet standards of all laws regulating construction in (itis jut isdic,tion (.umlust, that a s%partte tccruit must be secured for ELECTRICAL, WORK, ('I,.UMB(NCi S(CrNS; Wl Ll S; PC)OI 5, fURNAC FSFiOIEE [t�; HEA I F[ZS ! ANKS _rad , _ ,K- )WNEK'S AFFIDAVIT: E eertity that all of the tbregoinb information is accurate and that all work will be done in compliance with all applicable laws reg(dating, ,un Aluction and zoning WARNING TO OWNER: YOUR FAILURE TO RFCORD A NOT(CC OF COMMENCEMENT MAY MIRA- IN YOUR PAYING VICE FOR [MPROVEMENI:S'FO YOUR PROPERTY- IF YOU INTEND TO OBTAIN FINANCING, CONS(JL"(' W[TE{ YOUR LENDiiR OR AN MORNF.Y BF.FORF RECORDING YOUR NOTICE OF COMMENCEMENT. 4OTICE: In addition to the requirements of this permit, there may be additional tesirictions applicable to this property that utay be found in the public records of his county, and there tray be additional permits requited from other governmental entities such as water mauagcuicat districts, ztte agencies, or tedcral agencies. Weeptance of pemrit is verification that 1 will notify tile owner of the property of the requirements of Florida Lieu Law, FS 71 J. —,,� Siguaturegyr t ofOwnei/Agent ,,,i^�� IfDate Stl'rcofCoii4iCutc'todAgeut Date tU /-Pr t Owner/Agent's NamcAl i l � ;a-r� F•t;c� . ,�. i ! Fritit Contractor/Agent t �'A�rb Signature of o�r 3 tary`�tate,X (ijrid r )ate Signature of Notary -Slate of Florida tate • two" :' i2•;�,., oto`',:�'•tj� �.0 a' •`,a_s�°nc1a;1 ,tai• a.tt a �'�, Owucr/Aguri is P cj �1 • •r tk Cottractur/Atcat is E'crsoually Known to Me or Produced ID-tl�"Gr (� I'roduccd iD ®� �da,l &PROVAU'3: ZONIt e;- ® " U I IL: FU= _ (:NG: 64 AMA16- - - pccial Conditions: '.ev 03/1006 LEGAL D 6CRI TION: LOT 8, BLOCK 11, TIER 14, W,M, CLA K6 SUBDIVISION ACCORDING TO THE FLAT THEREOF RECORDED IN FLAT 500K i, PAGE 100, OF THE PUBLIC RECORD6 OF SEMINOLE COUNT', FLORIDA. 14' ALLEY .ate. 50,00' NINTH STREET - a N EXISTING GONG. DRIVE KANS REVIEWED A PERMIT # LIT.- ��i�l f MICHAEL A.BAKER, SR, FL. LIC. #AR0011782 REGISTERED ARCHITECT P.O. BOX 150839 ALTAMONTE SPRINGS, FL. 32715 (407}332-7030 t REV 151ON5 09-21-0(0 izz 7 ar 9 izz 7 9 1`4 �-1 t- W M 0 c�51 y. C - m1 ^1' ~ ~ H W Vu Q 10 co H „,�. V' ©ul aS % P4 O r 7 44 A -0 =ter A-1 TO MATCH EXISTING I FINISH FLOOR FOR CONNECTION CONTINUE NEW REBAR INTO (2) 3/4"xb" PRE -DRILLED HOLES IN EXISTING FOOTING. CONNECT WITH TWO PART EPDXY A5 PER MANUFACTURER SPECS. EXISTING RESIDENCE FOUNDATION PLAN GENERAL FOUNDATION NOTES SCALE: 1/4":1'-0" 1, CONCRETE FOOTINGS SHALL HAVE A COMPREHENS51VE STRENGTH OF NOT LE65 THAN 3,000 P,5,1, 9 28 DAYS, 2, ALL 4" CONCRETE SLABS SHALL HAVE A COMPREHENSIVE STRENGTH OF NOT LESS THAN 3,000 P.511028 DAYS, SLABS SHALL BE REINFORCED WITH 6"4" 10/10 W,W,M, ON 6 MIL, VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL. (FIBERMESH OPTIONAL) 3, REINFORCE FOOTINGS WITH #S BARS A$ INDICATED, ALL BARS SHALL BE DEFORMED, SHALL CONFORM TO ASTM SERIAL DESIGNATION A305 BE CLEAN AND FREE OF RUST 4 SCALE, SPLICES SHALL OVERLAP 25" MIN, 4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF CONCRETE SLAB, STRUCTURAL NOTES: IMPORTACE/USE FACTOR 01, WIND EXP06URE B BUILDING CATEGORY II, SOIL BRG OF 1,800 PSF BLDG HGT LE55 THAN 60 FT, INTERNAL PRESSURE COEF. ,18 ROOF DEAD LOAD =10 PSF, ROOF LIVE LOAD = 20 PSF NO SHEAR WALLS, MAX PRESSURE FOR COMP, AND CLADDING 253 PSF 4 -34,1 P5F. THIS STRU5TURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIERIMENTS FOR THE FLORIDA 2004 RESIDENTIAL BUILDING CODE FOR A 120 MPH WIND ZONE, SEE WALL SECTIONS 2x4 P.T. SOLE PLATE W/ FOR DETAILS 1/2"x10" A. 5, W/ 2"xl/8" WASHERS (W/ 1" MIN, EMBEDDMENT) (2) LAYERS OF W,W,M, tv 32" O,C, 4 CORNERS, ENDS, 4 4" CONC SLAB 3' FROM EDGE (TYP.) EA. SIDE OF OPENINGS (2500 P.S,I) W/ 6x6 10/10 W,W,M, --- AND 6 MIL. VAPOR '��%���i\�i� GRADE BARRIER'<i�� CLEAN COMPACTED FELL ` \�<\�<\� \.�\�\\\�\�.� �,�<\�.� AND �? RMITE 1RR�AWITY 1�o MONOLITHIC FOUNDATION W/ (2)'5 DIA, RODS CONT, ON CHAIRS A EXTERIOR FRAME WALL FTC (ONE STORY) SCALE: 3/4": 1'-0" CORNER REBAR 0 v 24'-0" 12'-0" sl II NEW BED. RM. EXTENSION EXISTING EGGRE55 FAN � I LGi� OS.D. REMOVE EXISTING WINDOW PROVIDE NEW 2/8x(b/8 DOOR OS.D. EXISTING IBM), RM, FLOOR FLAN 4 EXISTING BED. RM. BEARING a 8'-0" ARF, � WIN, HGT, 9 61-8" A,F,F, FINISH FLOOR BEARING ,@ 8'-0" A,F,F, EXISTING EGGRE55 WIN, HGT, 64" A,F,F, FINISH BOOR ELTfic,aL k'�� ,mss SCALE: 1/4°4 NOTES: I, INSTALL WINDOWS AND DOORS AS PER MANUR SPECS. PER FLORIDA 2004 RESIDENTIAL BUILDING CODE. 2, WINDOWS AND DOORS TO HAVE A DE5, PRESS. LE55 THAN +25,90/-34,10, ELECTRICAL SYMBOLS -- LIGHT New Addition SINGLE SWITCH Total DUPLEX OUTLET O WATER PROOF DUPLEX OULET OS.D. SMOKE DETECTOR C= o CEILING FAN 24" 1 l9V� V 1 I V V I I I \\..� CORNER FOOTIN DETAIL. SCALE: 3/4" --1'-0 EBAR STORY F== ND: NEW EXTERIOR FRAME WALLS EXISTING EXTERIOR BLOCK WALLS EXISTING INTERIOR FRAME WALLS -, -..._ EX15TING WALL5 TO BE REMOVED AREA ANALYSIS Existing Living 1056 New Addition 336 Total 1392 2-2"x8 F 2x4 5TUD5 9 16" O,C, 51MP, H2,5 EA. STUD-, 2"x4" P,T, PLATE 1/2" x 10" J -BOLT AT 32" O.C. 4 WITHIN 12" OF ENDS �a y'c "Ncv--� SIMP. LT612 EA, BPI EA. STUD TYPICAL FRAME AT GABLE END WALL REAR ELEVATION SCALE: 1/4":1'-0" Acc PROVIDE RIDGE OR OFF RIDGE VENTING` N FIBERGLA55 SHINGLES TO MATCH EXISTING �"" ^ ace' 1 NEW ROOF EX15TING ROOF 5 o tr lk i; 5p ,a M I� � EXISTING � i NEW ADDITION LEFT SIDE ELEVATION PROVIDE RIDGE OR OFF RIDGE VENTING fiRfGHT SIDS ELEVATION NT5 1/16" 055. SHEATHING ( SEE NOTES FOR NAILING PATTERN ) SEE TYP, WALL SECT, FOR EAVE DET'LS EXTERIOR FIN, CEMENT FINISH 1/16" 055. SHEATHING NAILING- PERIMETER- 6" 0.0, INTERIOR -12" O.C. UNLESS NOTED OTHERWISE 2x4 5TUD5 a 16" O,C, CONNECT STUD, TOP PLATE AND STUD W/ SIMR LT512 EA. STUD FRAME WALL 16" MAX. SCALE: 1/4"=1'-0" BEARING 8'-0" A.F.F. FIN15H FLOOR SCALE: I/4"=1'-0" (2) 2x8 CONTINUOUS RAFTERS CONVENTIONAL FRAME RAFTERS W/ 2"x8" 2 5,Y,P, o 24" o.c. PROVIDE X BRACING 6 CENT'kANS REVIEWED 4 MIDPOINTS OF EA. 510E rr CITY OF SANFORD TYPICAL GABLE SECTION AT GONV. FRAME Ai2EA NTS MICHAEL A. BAKER, SR., FL. LIC. AR0011782 REGISTERED ARCHITECT P.O. BOX 150839 ALTAMONTE SPRINGS, FL. 32715 (401)332-7030 REVISIONS 09-21-0(o e � 10-23-06 4F P L�� Je�P" �► D rQl�.,l 1 I. SHEET Design # SEAL i � 0 I o U �- O o 01.l W lu . _U _jfu Jj � � Q SHEET Design # SEAL i � 0 I _U `n Jj � � Q LL >_ M "Q ZCJ U .— cn f= - Q Ll Ull C7 Go CO Loc o x cco � cc co a W �o�o� c4CD 111Q U-1 ao 0 O 0 q W ' a 5C .o 0- r1c �> SHEET Design # SEAL i � 0 I ROOF PITCH PER ELEVATIONS AND ROOF PLAN 12 ARCHITECTURAL SHINGLES ON () 15 Ib, ROOFING FELT OVER 5TTHING (SEE PLAN). / i� 1 5ULATION op 8" GYP, BD, OR t, R / 1/2" CEILING BD, 5AG RE515TANT SP2 9 EACH STUD C / 2x SUB FASCIA GALY, MTL, DRIP __2x STUD CONT. TO . UPLIFT CONNECTION EACH END OF HEADER CONVENTIONAL FRAME W/ 2"x8" 6' 16d SPIKES 9 12" 15' '2 S,Y,P, RAFTERS 9 24" O,C, Ix HEADER -CONT, GLUE 4 NAILED UNDER LINTELS W/ OPENINGS LE55 USING 1/2" PLYWD, THAN 5'-0" FASCIA HEADER SCHEDULE OPENING WIDTH 2x BLOCKING / ALUMINUM OR 2-2x TOP PLATE SOFFIT TEARFUL W/ 211x611 HURRICANE CLIP ALUM, VENT 2-245 LAYOUT 2x 2-2x10 5 Ix2 BLOCKING 5'-1" T01-0- �— - 2 HEADER 2-245 UNINHABITABLE CEMENT FINS ON 1'-ill TO 9'-O 2-2x12 W/ 1/2" 2-2x12'5 PAPER -BACK D WIRE 2 1 2 1/2" DRYWALL LATH OYER 5 UCT'L 5 2 24 In SHTG OVER 2 4 STUDS 2 ALUM, FRAME WINDOW AT 1611 O,C, --- Q SEE MANUIR SPEC'S FOR ROUGH OPENINGS SEE PLAN 2x,s 16" O.C. -- -� R-11 INSULATION —� 1 EA DHC TU� 2x4 P,T, SOLE PLATE W/ 1/2"x10" A. B. W/ 2"A/811 WASHEF (W/ 1" MIN, EMBEDDMENT) 9 32" O,C, 4 CORNERS, ENDS, 4 EA, SIDE OF OPENINGS I . L . I. �z FINAL GRADE 2x 2x P,T, SILL PLATE SEE FOOTING DETAIL ONE STORY TYP,'FRAME WALL SECTION 6IMP5ON 6P4 W/6 - 10d EXTERIOR FRAME WALL T WALLS 2" X 4" P.T, W/ 3)1/2" X 6" EXPANSION ANCHORS OR (b) 3" X 1/4" TAPCONS (8) 21/8" HILTI TIX-DNI NAILS FRAME EXTERIOR WALL t0 MASONRY CONNECTION DETAIL COMPATABLE NAILS AT MIN 1211 O.C. NON-CORRO61YE OF EDGE W/ MIN 2 LAP 9 JOINTS 1x2 PI BLOC FASC 24'-0" TOE NAIL RAFTERS TO RIDGE BEAM 2"x10" RIDGE BEAM 1114' COLLAR TIE EVERY OTHER RAFTER )OF FRAMING DETAIL ROOF FRAMITICs PLAN 1, USE HEADER SIZES ABOVE UNLE55 OTHERWISE NOTED ON FRAMING PLAN 2, PRIMARY FRAMING (BEAMS,GIRDERS,ETC,) WERESIZED U61NG 1800 'FBI EXTREME FIBER iN BENDING(51NGLE) 90 'FV' HORIZONTAL SHEAR IDE 'E' MODULES OF ELASTICITY 3, JOIST, RAFTERS, LINTELS, ETC, WERE SIZED USING: 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FY' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY SHINGLES UNDERLAYMENT ROOF SHEATHING DRIP EDGE DETAIL SCALE: 1/411=11-011 )NNECT RAFTERS TO EXISTING HIP RIDGE 211x8" LEDGER CONNECTED TO EXISTING ROOF 1/4110" LAG SCREWS 24" O,C, TOE NAIL NEW %FTERS TO LEDGER W12 -10d EA, SIDE (TYP,) S b CONNECT CEILING JOISTS TO GABLE END FRAMING W/ 4d NAiLS TOE NAILED (tYP,) 24'-0'1 0 __2x STUD CONT. TO . UPLIFT CONNECTION EACH END OF HEADER TOP PLATE 6' 16d SPIKES 9 12" 15' TOP PLATE 2-2x STUDS HEADER -CONT, GLUE 4 NAILED UNDER LINTELS W/ OPENINGS LE55 USING 1/2" PLYWD, THAN 5'-0" FLITCH HEADER SCHEDULE OPENING WIDTH BEARING WALL NONBEARING 2 OR WALLS CLG, TEARFUL W/ 211x611 0'-0" TO 31-0" 2-2x6'5 2-245 3'-111 TO 51-011 2-2x10 5 2-2x6'5 5'-1" T01-0- or less 2-245 UNINHABITABLE W/ 1/2" h PI od Flitc ATTIC 1'-ill TO 9'-O 2-2x12 W/ 1/2" 2-2x12'5 great Mian 101 PLYWD. FLITCH 2 1 1, USE HEADER SIZES ABOVE UNLE55 OTHERWISE NOTED ON FRAMING PLAN 2, PRIMARY FRAMING (BEAMS,GIRDERS,ETC,) WERESIZED U61NG 1800 'FBI EXTREME FIBER iN BENDING(51NGLE) 90 'FV' HORIZONTAL SHEAR IDE 'E' MODULES OF ELASTICITY 3, JOIST, RAFTERS, LINTELS, ETC, WERE SIZED USING: 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FY' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY SHINGLES UNDERLAYMENT ROOF SHEATHING DRIP EDGE DETAIL SCALE: 1/411=11-011 )NNECT RAFTERS TO EXISTING HIP RIDGE 211x8" LEDGER CONNECTED TO EXISTING ROOF 1/4110" LAG SCREWS 24" O,C, TOE NAIL NEW %FTERS TO LEDGER W12 -10d EA, SIDE (TYP,) S b CONNECT CEILING JOISTS TO GABLE END FRAMING W/ 4d NAiLS TOE NAILED (tYP,) 24'-0'1 0 UPLIFT . UPLIFT CONNECTION EACH END OF HEADER UNLE55 NOTED OTHERWISE: 6' 1) ALL CONNECTORS 4 FASTENERS TO BE SIMPSON, 15' 2) WOOD CONNECTIONS: I OF HEADER 5TUD5 IN Mt 12 W/ -10dx -1/2 EA,33) )NNECTORS AT WALL Supporting End of Header 11 1 1 1 2 1 2 2 2 CONY, FRAME CLG, J015T5 W/ 211x611 2 S.Y.P, 924" O,C, 3 3 3 3 or less 24 in, UNINHABITABLE 2 ATTIC WITHOUT STORAGE 2 great Mian 101 12 in. 2 1 2 3 4 5 3 5 2 24 In 3 2 2 C] Q O CONNECT CEILING JOISTS TO EXISTING TRUSSES co 0 E_ z W/ 4d NAILS TOE NAILED (TYP,) L,_ I q EXISTING RESIDENCE Qcd CEILING JOISTS FRAMING PLAN FOLD DOWN ANALY515 UPLIFT . UPLIFT CONNECTION EACH END OF HEADER UNLE55 NOTED OTHERWISE: 6' 1) ALL CONNECTORS 4 FASTENERS TO BE SIMPSON, 15' 2) WOOD CONNECTIONS: I OF HEADER 5TUD5 IN Mt 12 W/ -10dx -1/2 EA,33) )NNECTORS AT WALL SP4 OR BENT OYER L5TA24 DOUBLE TDP PLATE OR 5P2 9 32" O,C, I BOTTOM GIRD C ROOF MEMBERS SEE STRAPPING CHART B DOUBLE TOP PLATE CRIPPi f STUDS ER SSC SEEN CHEDULE - SYMMETRICAL A A - (2) L5TA24 I A D = SIMP50N 5P4 OR DENT DYER L5TA24 STUD/PLATES lit' 0 X 8' A.B. (6' MIN. EMIU W/2' WASHER C ' e END OF WALL, 4 48'0.C. 6 FLANKING EA, OPENING, AND TWO ®CORNERS, (TYP.-U.N.O.) HEADER STUDS NO CONNECTORS REQUIRED — — — �F _ _I F_ 5P4 � �ACH S I I i t i t 5104 0I I W6 I 6"M i c� II II II II II II �Fg,CSTUD jjENT DYER L5TA24 L5TA12 9 3211 O,C, MAX, 6" MAX, MAX. 10'-0" UNLESS OTHERW16E NOTED FOR UP TO 8'-0' SPAN TYPICAL FRAMING AND CONNECTORS FOR OPENINGS(WIN00111600 ) FOR EXTERIOR OR INTERIOR LOAD BEARING WALL MINIMUM WALL AND HEADER STUD REQUIREMENTS UPLIFT CONNE __. _.. AT POINTS 1A'( HEADER STUD; 15 REQUIRED A' AND AT BOTTC ADDITION TO C IIIVI\ OP AND 130TTOM OF Maximum Header Span (ft.) . UPLIFT CONNECTION EACH END OF HEADER 31 6' 9' 121 15' IS' I OF HEADER 5TUD5 IN Isumber of 6bz s )NNECTORS AT WALL Supporting End of Header 11 1 1 1 2 1 2 2 2 u ort Illa�l�e 91d Spacing Number of Full -Length Studs at Each End of deader 101�21n. 2 2 3 3 3 3 or less 24 in, 2 2 2 3 2 2 great Mian 101 12 in. 2 1 2 3 4 5 3 5 2 24 In 3 2 2 C] The stubq d � tIlbr�otbframing uirqdrif the header is FULL LENGTH WALL STUDS FASTEN STUDS TO ADJACENT ONES W/ ONE STAGGERED ROW OF 16d. NAILS 9 6" O,C, ROOF EDGE TOP CHORD BLOCKING 9 4'-0" O,C, MAX, IN FIRST 3 FRAMING SPACES 9 EA, END ROOF SHEATHING 0 cn BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING FOR GABLE END FRAMING ONLY SCALE: 1/4"=1'-0" r 51-0" ROOF EDGE 4 z 1_l1 0 J LU 0— © o a 1\94 (1) RIDGE - ©O U_ Q _a O yo 0 J Q 4 a ZONE i EDGES 9 TRUSSES io" O,C, AND INTERMEDIATE TRU55ES 12" O,C, ZON EDGES 9 TRU55E5 6" O,C, AND INTERMEDIATE TRUSSES 6" O,C, ZONE 3 EDGES 9 TRU55E5 b" O.C, AND INTERMEDIATE TRU55E5 6" O,C, iJ_ ROOF ATTACHMENT FLAN c"" SHEATHING SHALL BE FASTENED WITH MIN. 08 WN NAILS ROOF NAILING DETAILS NTS ASPHALTIC FIBERGLA56 SHINGLES SECURE W/ QALY OR 5,5, YIL5,12a SHANK W/ MIN 3/8" DIA HEAD LENGTH TO PENETRATE 3/4 FOR 314 " SHEATHING OR GREATER OR PENETRATE THRU SHEATHING AT LE55 THICK SHEATHING CONTINUOUS TOP LAYER OF UNDERLAYMENT LAP SHINGLE FASHION MIN, OF 2" AND i FASTEN AS REQUIRED TO STAY IN PLACE - — SEE WALL SECTIONS DRIP EDGE - - - 6HINGLE/UNDERLAY TENT DETAIL SCALE : 3" --1'-0" STRUCTURAL NOTES I,) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2004 RESIDENTIAL BUIDING CODE, WIND 5PEED=120 MPH ENCLOSED BUILDING , IMPORTANCE/USE FACTOR #1, VELOCITY PRESSURE =22.5 P5F BLDG HGT LE55 THEN 60 FT GUST VELOCITY OF 33,15 PSF ROOF DEAD LOAD =10 P5F ROOF LIYE LOAD = 20 P5F , NO SHEAR WALLS THE GCp SHALL BE (01,32 PSF 4 (433.93 P5F 2,) WINDOWS DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET THE FLORIDA 2004 RESIDENTIAL BUILDING CODE, 3,) ALL FLOOR SLABS TO BE OF 2,500 P51 CONCRETE PLANT MIX MIN, 4" THICK WITH FIBER -MESH REINFORCEMENT ON (o MIL, POLY, VAPOR - BARRIER OYER TERMITE TREATED COMPACTED CLEAN FILL, 4,) FIBER -MESH REINFORCEMENT - FIBERS SHALL BE 3/4" TO 1/2" COLLATED POLYPROPYLENE FIBERS, REQUIRED D05AGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER, FiBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFA�TURERIS RgCOM- MENDATIONS AND WITHIN THE TIME SPECIFIED IN ASTM C% TYPE III 4. 13 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER -MESH CONCRETE, 5,) CONCRETE MASONRY UNITS SHALL MEET "ASTM CSO " 6,) MORTOR TO BE TYPE 11M11OR 11511, GROUT TO BE 21500 P619 28 DAYS, 1) MA50NRY CLEANOUTS REQUIRED 9 GROUT GREATER THAN FIVE (5) FEET IN HEIGHT, 8,) REBAR TO BE' S'S GRADE 40, WITH MIN. LAP OF 2511, USE "L" BARS 9 CORNERS AND STANDARD HOOKS 9 CHANGE IN DIRECTION. 9,) GYP, BD, CEILING SHALL BE NAILED 9111 O.C. WITH 5d NAILS, GYP, BD, WALLS SHALL BE NAILED 9 5110.C, WITH 5d NAILS 10,) UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS, II,) EPDXY ANCHOR ALTERNATIVE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS, THE FOLLOWING CRITERIA MUST BE MET: ANCHiOR SIZE CONC, 3H%E 517E MIN, HOLD DEPTH 5/81' 1/ 11 111 II II 1/811 1-1/811 911 AFTER HOLE 15 DRILLED, ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION, THREADED ROD TO BE MIN, A36 STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE APPLIED UNTIL 12 HOURS AFTER INSTALLATION, 2 COMPONENT EPDXY RESIN MATERIAL TO BE MiXED PER MFG. DIRECTIONS. WOOD STRUCTURAL NOTES 1,) ALL WOOD TO BE SPECIES GROUP, AND GRADE AS NOTED BELOW. DAMAGED WOOD NOT TO 6E USED, 2,) ALL STRUCTURAL LUMBER SHALL BE 5PF (SPRUCE -PINE -FIR) "2 OR BETTER UNLESS OTHERWISE NOTED, (PRE -ENG. TRU55ES EXCLUDED) 3,) STUDS TO BE LOCATED WITHIN 5" OF ROOF TRUSS LOCATIONS. 4,) END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFF6V AT LEAST 4", STRUCTURAL DOUBLE PLATES TO BE NAILED 9 (o O,C, 5,) PLYWOOD OR 058, WALL SHEATHING NAIL PATTERN TO BE IOd 9 (o O,G, UNLE55 OTHERWISE NOTED, 6,) NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS PER WALL AND HEADER STUD REQUIREMENT SCHEDULE, 1) MAX, 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 8,) DBL, 5TUD5 9 EA, END OF SHEAR WALL. 9J WHEN ANCHORING MULTIPLE WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED, 10,) NAIL PATTERN -DOUBLE PLATE 1211 D,C. OUTSIDE SPLICE ZONE ( SEE NOTE 4 ) -DOUBLE STUDS ,@ 12" O.C. -DOL PLE OR TRIPPLE HEADER 9 611 O,C, 9 EDGE 912 O,C, INTERMEDI, TE, -HEADER TO STUD 9 4' O,C,EA, HEADER MEMBER, -STUD TO TOP OR BOTTOM PLATE : (2)16d THRU PLATE OR (2) I(od EA. SIDE TOE -NAILED TO PLATE, il,) ROOF SHEATHING TO BE MIN, 15/32" PLYWOOD OR 1/16" 0,5,8, NAILED PER ROOF NAILING PATTERN DETAIL, 12.) FLOOR SHEATHING t0 BE MIN, 23/32" PLYWOOD NAILED 9 611 O.C. 9 EDGE AND 12' O,C. INTERMEDIATE, 13) ALL FLOOR TRU55E5 TO BE END BLOCKED 9 BEARING LOCATIONS NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY, 14,) TRU55 BRACING PER TRUSS MANUFACTURER'S DRAWINGS, SOS IREVIEN90 v` MICHAEL A. BAKER, SR., FL. LIC. #AR0011782" REGISTERED ARCHITECT P.O. BOX 150839 ALTAMONTE SPRINGS, FL. 32715 (407).332-7030 REEV 16IONS 021-21-06 Q � 10-23-06 Rp SHEET S-1 Design # SEAL \ i z 1_l1 J LU 0— :z U_ SHEET S-1 Design # SEAL \ i 1_l1 M U_ O iJ_ Z c"" O U— cA C] Q O � co 0 E_ z o L,_ I q z Qcd co co CO c� :z:Q Ozkn a a" a cina u l Q wp�� ao U o oY Q w co „_, P4 cd GO >� SHEET S-1 Design # SEAL \ i