|
GEN RAL. NOT FM
<br />TH1a BU I LDING HAS OEM DESIGNED TO CONFORM TO THIS FLORIDA %fl.D CODE 20CL
<br />ARKAY ENG[SEERNO INC, A REGIST'KRED UCENBED, FLORIDA PROFESSIONAL 60"IURAE,
<br />Ew-I NEERIN4 COWANY, HAS APPLIED Y RATIONAL. ANALYSIS' FOR THIS 6TRUCTURA4 DESIGN
<br />OF T1416 6tRUG1URB
<br />rkll BUILDING ( NCLUONO ALL COMPONENT$ AND CLADDINGS SMALL BO DESIGNED FOR THIS
<br />FOLLOWING $UPF.RIMP08EP LOADS
<br />FLCCR9s
<br />LI LOADS - 40 P.S.P.
<br />DEAD LOA06 - 10 P.S.P.
<br />*ARAGGE 8E-AS,
<br />LiVE LOADS - 50 P.S.P.
<br />OEVAD LOA06 - 10 P.9 .P.
<br />ROOF,
<br />LIVO, L OA06 (TRUE$ TOP CORO) - 4 N.S.F.
<br />CEAD LOADS (tM66 TOP CORD) - 10 P.$.0, 1$ P.S.P. WHEN TILES ROOF INSTALLED
<br />DEAD LOAD (TRUSS E3QTTOM (ORD) - IO P.$.P,
<br />Lltip, A66UME0 TRUSS 6" WltOWT ( DEAD LOAD) - 1 P.S.F.
<br />0 UVPNd iS DESIGNED TO CONFORM TO A6CO 1 -98. CHAPTER 6. PER FLORIDA BUILDING
<br />COGS 2001 SECTION 1606.1.1
<br />WIND CF ASSU OPTION&
<br />EYA PiNd EXPOSURE! - B
<br />Bum- DING imooRTANCO FACTOR . 1.0
<br />MEAN ROOF HEIGHT 30' OR LE"
<br />HEIGHT 1 EEXPO"13 ADJUBTME"NTS COEFFICIENT • LO
<br />ENCL06FD SUiLONG
<br />INTERNAL PRE66URO COEFFICIENT • / - 0.16
<br />6E3 WIND 6PEED INFORE"*.ATiON STATED ON PLANS
<br />BOIL SIZARINd 4 COMPACTION:
<br />THESIS PLANO WERE DRAWN BASED UPON AN ALLOWAOLB SOIL SNARING CAPACITY OF
<br />2000 RSA( MINIMUM ) TNO CONTRAGTOR/PROPERTY OWNER 16 ROWONVOLO FOR VERIFYING
<br />14AT THE SOiL ON TH$ SITES 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />6UPPORt A 2000 P.S.F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INCe A REGISTERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL
<br />EENGINEERlNd COMPANY. DE614N1 THE6E FOUNDATIONS WITHOUT VISITING THIS CONSTRUCTION
<br />61T11 NOR PERFORMING ANY SOL TESTING
<br />ARKAY P4dINEERINd LNG SHALL NOT SO RESPONSIBLE FOR THIS SITE SON- ABILITY TO SUPPORT
<br />THIS BUILDING LOADS
<br />FOUNDATION 4 &AS - ON- GRADES N OTES 1
<br />BUILDING 61TO 6"" SO SCRAPED TO RS -IOVO ALL ORGANIC KATERI AL.6,.
<br />ANY ADDITIO FILL PLACED ON THIN BUILDING PAD AREA, 614ALL 69 COMPACTED
<br />SUCH THAT It CAN A0E(211AT 61JPR0lRT A 2000 P.S.P. FOUNDATION LOADING, 6LAIO
<br />SHALL SO PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEMATELY COMPACTED
<br />AND TIERMIT111 POi80N90 WIL
<br />CONCRETE UTILIZED IN THIS FOUNDATION AND 6L.ASS 614ALL HAVE A MINIMUM 28 DAY
<br />C4CIMPRE68(VE! STRENGTH OF 2900 P.B.P.
<br />REINFORCING
<br />6TML BEFALL SO GRADE 40 MINIMUM AND IDENTIFIED iN ACCORDANCE
<br />WITH ASTM A ^ -614, LAP 6PLCGEA WHERE REFIRED SNAIL SO A MINIMUM OF 29' FOR
<br />0 3 R19M . * O N FOF2 0 6 RWAR 1 39' FOR 1 1 REtbAR
<br />PLANS ARE[ �G! W00 NE FOR A, MAXMUM STIEMWAL L HEIGHT OF 4 COUR8E6 ( AFTER
<br />FINAL 61?8 QtADIN4) THEE CONTRACTOR OR OUILDNd OWNER 6MALL. DETERMINE TWO
<br />EXACT ST01WALL HEIGHT OA69 UPON SITES C01 ONO PRIOR TO POtURINd THIN FONlDAT10N
<br />AND CONTACT ARKAY &4dINE#J2ING WHEN MORE THAN 4 COURSE ARE REdUIRE=D
<br />A FOUNDATION SURVEY SMALL. SO POUORMED AND A COPY OF THIS SURVISY SHALL BO ON 61TO
<br />FOR THIS OJIL P NG INSPECTORS U68, OR ALL PROPERTY MARKER6 SHALL SO ECKP06ED AND A
<br />STRING 6TRECTE0 FROM MARKER TO MARKER TO VERFEY REOUIRW 63T SACK$
<br />MASONRY WALLS:
<br />CONCROTO MASONRY UNIT SHAD- SO HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SMALL HAVE MINIMUM P'M OF 1500 P.a.l.
<br />MORTAR SMALL CONFORM TO AStMC -210 AND SHALL BO E I THER TYPO M OR 6
<br />REINFORCJNd 6TM SHALL OIS GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH A6r -%615. LAP 6PLiC96 WHERE R9MIRED SHALL SO A MINIMUM OP 29' FOR -9 RWAR
<br />30' FOR 4 6 RWAR AND 39' FOR 41 REOAR.
<br />GROUT FOR THIS POURED CE LL6 AND LINTEL6 6HALL HAVE A MAXIMUM COURSE! AGGREGATE SIZE
<br />OP 3/6' PLACED AT 810 11 INCI4 SLUMP AND HAVE A MINIMUM 28 DAY COMPRE66EYO 6TRENGTH OF
<br />2000 P.6.1, ( WHEN TESTED PER A6TM C-EOI9 )
<br />PROVO* CLEAN OUT OPENING6 ( 16& (N. ) IN CM-L6 CONTAINNG SPLICED REINFORCEMENT. WHEN
<br />TWO GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />ROOFING 4 FLA$HINGS:
<br />ROOFING SYSTEM AND FI,46HNO AS STATED IN PLANS MUST CONFORM TO CHAPTER 15 OF THIS FLORIDA
<br />BUILDING CODE 2001. FLA6141NO SPECIFIC 690PON 1501.3.9 CONTRACTOR OR OWNER MUST PROVIDE WITH
<br />PLANS SPECIFIC: PRODUCT INFORMATION DETAILING IN6TALLAMN OF PRODUCt TO MEET WIND DESIGNS
<br />OF THIS SOT OF DRAWING$.
<br />TIMSER MATERIALS:
<br />ALL TI MBERS MATERIALS SMALL BO A6 FOLLOWS,
<br />LVL SEAM$ SMALL BSS, RU) MCALL16TER LVL MATERIAL6 MA"A4TURF0 BY TRU66 J016T
<br />MACMILLAN I OR OQUL)
<br />LUMSE.R VILiZED IN BOTTOM PII,.AT9. TOP PLATE6 POST, STUDS PACKS AND SLAMS
<br />614ALL SO h YELLOW P INS (OR BETTER)
<br />INTERIOR AND INTERIOR LOAD, BEARING 6TU06 SHALL SO 0 2 SPRUCE! (OR SETTER)
<br />ALL OTHER STUDS WALL SO "STUD GRADE" 6PRUC8 6PACIt i6' OC. ALL 6PE, cfA AT
<br />TOP PLATE MUST SO MINIIMUM 4'E[' AND NAILED 4' OC WITH 120 COMMON NAILS
<br />P6L POST SHALL DO (t6PJ PARALL.AM P% MATERIALS MANUFACTURES BY TRU88JOI61
<br />MACMILLAN If OR 04MAL). 6E N P06T SUPPORT TASLIS FOR LOAD VALUES.
<br />EXTERIOR WALLS SHALL E[8 CONSTRUCTED WITH VY PLYWOOD OR V16' O.S.B. ( 2 RATING) NAILED
<br />WITH 801 NAiL6 6PACE AT 3' OG ALONG ALL HORIZONTAL JOINTS AND EDGER, 6' OC ALONG ALL VERTICAL
<br />JOINTS AND EDGES AND 12' OC ALONG ALL INTERMEDIATE! STUDS
<br />AT OPE?•IINe46 9'E[" WDIS OR LARGER STRAP HEADER SLAM TO THIS HEADER STUDS WIT14 (L U6P OR SIMPSON
<br />L6tA24 STRAP TIES AT FA(:CW END OF HEADER SEAM. ANCHOR BOTTOM OF HEADER 6TU06 TO FOUNDATION
<br />WITH U6P OR SIMPSON WTV6 TENSION TIC
<br />NTERIOR 6TUD WALLS TO BE OP 2 X 4 n 6PRUCO OR BETTER WITH 61NGLO 2 X 4 P.T.
<br />PINE BOTTOM PLATO AND 61NGL% 2 X 4 0 2 6PRUCE TOP PLATES WITH STUDS SPACED
<br />MAXIMUM 24" OC. W4LL6 TO HAVE V2" 6YPO W BOARD 9ACH 6100, WITH WALLS AT
<br />GARAGE TO HAVEs MINIMUM R-o INSULATION
<br />ANCHOR WOOD 6NEAR WALLS 664MEN1$ TO FOUNDATION WITH SIMPSON LTT20B TENSION TIN AT EAC44
<br />ENO OF WALE. 6E WIE NT6 AND AT ANY WALL WaMENt INTERSECTION If BUILDING CORNERS)
<br />ANCHOR TRLI66 TO WOOD BE=ARIN LOCATION!! AS FOLLOWS,
<br />ROOF UPLIFTS OF 4W AND LEE$ U68 (1) UOP RT3 OR SIMPSON H3 HURRIGAN6 TIE[
<br />FOR UPLIFTS FROM 456 TO 9IOM U69 (2) USP R13 OR 61MP60N H3 HURRICANES TIES
<br />UPLIFTS FROf1 911 UP TO 1450 USE! A U61P HTtitW OR 61MPWNI HT620 TWIST STRAP
<br />ALL PL L*14 0, EO..ECTR}CAL AND MECHANICAL ROUGH INS MUST 03 COMPLOTIEx, INSPECTED AND APPROVED
<br />PRIOR TO ROdUEVINQ 1143 FRAMING N6PiEGTiON.
<br />I F DESRED, E:4UEYaLIE�IT.CONNEEt:1t2R8 MADE! BY ANOT14ER &4:'KIE.R MAY SE USED iN PLACE OF THIS
<br />uSP OR 61HO60H GONNEGTOFtB SIaOWN
<br />Tug 4,1-19 (T UND R61AN06 THAT 144N Vr;6IWXR IARRIE4 NO L"ILJTf IN&4RANf9 AND t1:ERF.FCRS
<br />AdREEEa TO How HAE K400 iG@ Noy, ANo VWJDS , p 01 6*NfiR FROH ALL a AIMS, L066E$ AND
<br />>#kPEN60 (INCIIA N4 W60KAESt,9 ATTORNEY FF.Eb) ARJ61" OUT Of OR RESULTING FROM THE
<br />PiWJEC,t. THIS OFSKaNEl4 WiL.d Q4 (WW FAIt14 ATTWlbT T O Flg6VI09 RkRGR FREE C0N6TRUGT1pN
<br />011 4JWtNCaa, 2><It W i44E T Q $06 00CA4R THE �bKsN1rR WILL NOt 1'511 LIABLE# FOR 666r or
<br />RQ�a1RS C13 D19.AY TO TWQ l,.ON6TRSJGT)ON
<br />SOIL TERMITE TREATMENT:
<br />INITIAL. SON. POfbON" TREATYI1�411` $HAL,L SO DONS AFTER ALL EXCAVATION
<br />SACKFN.WNd II COMPACENG ARIll COMPLESTN (PER Ff5d 1616AU
<br />ANY SOiL 016TUROED AFTER NO INITIAL TREATMENT SHAH. SO R8 TREATED
<br />( INCLUDING ANY BOXED Ott FORMED AREAS) (PER F@G 18161.2+
<br />BOXED AREAS M 114E1 CONGROTO OLA9 FOR INbtAL.LATION OP TRAPS 6HALL SIS MADE
<br />WITH PERMAMENT MOt4 OR PLA60 - , FORMS. PERMAMENT FOP)lb MOT SE 00 AN A09
<br />610 / 0EPtI4 TO ELiMINATIN AN DISTURBANCE! 0 THIS SOIL AFTER 1141 I NITIAL. TREATMENT
<br />(PER FBC 1+316.1.3)
<br />A MINIMUM 6 MiLL VAPOR @AR721ER MUST Of -STALLED t0 PROTL=Gt AQAIN6T RAINFALL
<br />DN-UTION IF RAINFALL. OCCURS BEFORE VAPOR BARRIER PLACEMiht, R$ TREATMENT 6HALL
<br />SO REMIRE 0 (PER FBC 1816.1.4)
<br />ALL BUILDINGS AR1E RE61UIRF0 TO MAVI'S A PRE CONSTRUCTION TERMITE TREATMENT
<br />(PER F061616.0)
<br />AFTER ALL WORK 1$ COE PI -1E1TO ANY LOO6O WOOD AND FILL MUST SO RE3MQVEA FROM
<br />E3ELOW AND WITH IN it OI( THE BEJILDINd. THIS SHALL (INCLUDE ALL CAADES STAKES TUB
<br />TRAP BOXES, FORM$. 6HORNG AND ANY ONW CE=LLULOSE CONTAINING MATERIALS
<br />(PER FSC 1303.1.91
<br />NO WOOD VEGRTATIOK OTUMPa, CARDBOARD, TRASH, OTC, SHALL SO BURIED WITHIN 15' O'
<br />OF ANY SUILONd OR PROPOSED BUILDING (PER F15C 230364)
<br />ANY CONCRETE OYER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDAT10N PERIMETER
<br />MUST SO REMOVE PPJ014 TO INTERIOR 60L TREATMENT (PER FSG 181619)
<br />M<TERiOR SOIL TREATMENT MIST 193 APPLIED UNDER ALL EXTERIOR CONCROTO OR GRADS
<br />WITt -ITN iY OF THIS 6TRLll - SIDE WALLS (PER FSG 1816.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL 13ARRIER 614ILLL Oil INSTALLED AFTER C4N6tF"T10N 16
<br />COMPL.OTO ( INCLUDNd LAN06CAPNO AND IRRIGATION) ANY SON. 0I6TUROW AFTER THIS
<br />VERTICAL BARRIER IS APPLIED, SHALL SO RSTREATED (PER FEl,- 1816.1.6)
<br />IRRIGATION / SPRINKLER 6Y6TEM6 INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT SO
<br />INSTALLED WITH ►Y Of THE BWLDINd SIDEWALL6 (PER FIG 1503.4.4)
<br />CONOENSATO AND ROOF DOWN SPOUTS DISCHARGE AT LEA6T re AWAY FROM THIN BUILDING
<br />MIS WALLS (PER FDO 1503.4.4)
<br />THIS DISTANCE FROM THE E XtUCOR WALE, COVERING ( EXCEPTIONO. PAINT AND DEGORATiV13
<br />CEEi I NTiT`I" FEN16H LESS, THAN 9/S' THiCK ADHERED DIREGtLY ONTO THIS FOUNDATION WALL)
<br />AND PHAL EARTH GRADE SMALL NOT BO LE66 THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITIS INFESTATIONS (PER FBG 1403.1.6)
<br />A ' CERTIFICAT3 OF COMPLIANCE' SHALL BO ISSUED TO THIS BUILDING DEPARTMENT BY A LICENSED
<br />PERT CONTROL COMPANY F,IEFORE A ' CERTIFICATE OF OCCUPANCY WiLL SO ISSUED. THIS CERTIFICATE
<br />SHALL STATZ (PER FBC 18191.1)
<br />' THE[ BUILDING HAS RECEIVED A COMPLOTN TREATMENT FOR THE[ PRiVENTION OF SUBTERRANEAN
<br />TERMITE & TI48 TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THIN FLORIDA DEPARTMENT
<br />OF .AGRICULTURN AND CONSUMERS SERVICES
<br />A PERMAMENT SIGN THAT IDEENTIFIE6 THE TERMITE TREATMENT PROVIDER AND NEB FOR RE INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL SO PROVIDED. T143 SiGN SHALL SO P06TEOD NEAR TWO WATER
<br />NEATER OR ELECTRICAL PANEL (PER FBC 104.16)
<br />TRUSSESI
<br />IF NO CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL ROVIN TWO
<br />TRU66 SYSTEM LAYOUT FROM T1406E SHOWN ON THEM PLANS ARKA ENGINEERING. I NC 16
<br />AMiRE1? TO REVIEW ALL FINAL. CONSTRUCTION 000,0 iENT6 FOR COMPLIANCE! WIN THIS
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE[ PROJECT
<br />UP LIFT CONNECTIONS FOR MASONRY WALL6
<br />ROOF UPLIFT6 OF 1890f AND LES6 U60 (1) SIMPSON HISTA24 WITH (16) 1001 X 1 V2' NAILS
<br />ROOF UPLIFTS OF 23f0* AND LE" USE (1) SIMPSON HNSTA24 WITH (2U 100 X 1 VY NA;
<br />ROOF UPLIFTS OP 3965 AND LESS USE (1) 61HP60N MGT WITH (22) )OD X I VY NAILS TO
<br />GIRDER AND 9/8' SOLT TO CONCROTO
<br />ROOF UPLIFTS OF 10980 AND LESS U68 (1) SIMPSON HOT -2 WITH (8) iOD X 1 V2' NAILS
<br />TO GIRDER AND (2) 3/4' BOLTS IN GONCRHTO ( 2 PLY GIRDERS )
<br />ROOF UPLIFTS OF 10530 OR LESS U68 (1) SIMPSON HGT -3 WITH (8) LOO X 1 VY NAILS
<br />TO GIRDER AND (2) 3/4' BOLT6 iN CONCROTO ( 3 PLY GIRDS RS, )
<br />ROOF UPLIFTS OF 9250 AND LE66 USE (1) SIMPSON HGT-4 WITH (16) SOD X I V2" NAILS
<br />TO GIRDER AND (2) 3/4' SOLT6 IN CONCREETO ( 4 PLY GIRDERS )
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTa RIOR WINDOWS 4 GLA66 DOORS OR ENTRANCE DOOR SHALL BO TESTED IN ACCORDANCIS WITH
<br />AN6VAMMA/M"A 4V162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THIS MANUFACTURE
<br />PERFORMANCO C44ARACTERI6TICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WNDOW A88EMSLIE6 614ALL SEE TE61 OR ENGINEERED TO TRANSFER
<br />LS TIMES THIS DESIGN LOA06 TO THIS ROUGH OPENING SUBSTRATE[
<br />INSTALL ALL WINDOWS AND DOOR A6615MBLIE6 PER THE MA"ACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THIS DESIGN PRES&RE6 SPECIFIED
<br />ELECTRICAL, PLUMEBING, 4 MECHANICAL:
<br />IN ACCORDANCE UNTH CHAPTER 411.003 (2) (U OP THE FLORIDA ADMINISTRATIVE CODED ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SMALL SO DE:SiGNED BY NO RESPECTIVE CONTRACTOR TO
<br />M,EOT ALL APPLICAOE-E CODES. TWO ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE @ASE UPON A DESIGN PROVIDED BY THIS OWNED TO ADOAE66 1-1I8/4ER REQUIREt- MENTS.
<br />ALL ELECTRICAL OUTLOTS iN @ATHROOM0, KITCHEN, (WITHIN 6' FEET OR 6ENK6), GARAGO AND AT
<br />EX TERIOR LOCATIONS SMALL BE WIRED NTO A GROUND FAULT INTERRUPTER 'GFI' CIRCUIT
<br />ALL ELECTRICAL OUTLOT6 IN SE.DROOMS / FIXTURES SMALL SO WIRED INTO AN AR"AULT INTERRUPTER
<br />'AFL' CIRC XT
<br />SMOKE DOTECTOR6 644ALL BE PLACE iN EACH BEDROOM AND iN HALL WAY AREAS ADJACENT
<br />TO SLDROOM AND OTHER LIVING AREAS
<br />GROUND WIRO FORM REBAR TO ELECTRICAL PANEL PER N.O.C.
<br />SAFETY GLAZING:
<br />NO FOLLOWN43 SHALL. BE CON60ERED 6PECIFiC HAZARDOUS LOCATION FOR NO PURP065 OF
<br />GLAZING
<br />(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANES. OF ELIDING DOORS
<br />ABSEMBLIE6
<br />(2) GLAZING iN DOORS AND ENCL06URE6 FOR HOT TUBS, WHiRLPOOLB, SAUNAS. 6T8,AM
<br />ROOM6, 0ATHTUB6 AND SHOWERS. GLAZING iN ANY PORTION OF A BUILDING WALL
<br />Ea1CLONNG THESIS COMPARTMENTS W14ERR NO BOTTOM EDGE Of THE[ GLAZING iS LE66
<br />THAN 60' ASOVO THIS DRAIN (NLOT
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANES. ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE 16 WITHIN A 24' RADIU6 OF NO DOOR N A CLOSED
<br />P061TION AND WHO611 BOTTOM ERGO 16 LESS THAN 60' ABOVO NO FINISH FLOOR OR
<br />WALKING 6URFACN
<br />(4) GLAZING M AN INDIVIDUAL FIXED OR OPEERALN PANEL OTHER THAN THOSE LOCATIONS
<br />DEBCRISED IN ITII6 (2). AND (3) A@OVIS . THAT ME RfS ALL OF THIS FOLLOWING
<br />(A) ItP06ED AREA OF AN INDIVIDUAL PANES GREATER THAN 9 6Q. PIT.
<br />(S) BOTTOM EDGES LESS THAN 18' ABOVE THIS FLOOR
<br />(C) TOP E D691 GREATER THAN 36' ABO THE FLOOR
<br />(D) ONE OR MORE WALKING 6 WITWN 36" HORIZONTALLY
<br />OF THIS PLANO OF THE GLAZING
<br />DRAFTSTOPPINGI
<br />IN SINGLE FAM DWELLINGS, DRAPTSTOPPINGS SHALL SO PROVIDED ( PARALLEL TO THIS MAIN
<br />FRAMING MEMBERS) IN FLOOR / CE¢Nd A640- TELLIES 6EPARATNd USQASLIS SPACES. DRAFTSTOPPING
<br />SHALE. SO CONSTRUCTED 6UC14 THAT THE FL(XR / COL NO A66EM611.11Y 16 BROKEN UP INTO TWO OR MORE[
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 6Q.PT.
<br />ATTIC ACCE88:
<br />ATTiC SPACES SMALL 08 PROVIDED WITH AN INTERIOR ACCESS, OPENING NOT LE66 THAN
<br />22"x36'. ACCEE66 OPENING SHALL O3 ACCE6,61011 -01 AND PROVIDE WITH A LID OR DEVICE
<br />THAT 16 EASILY REMOYEo OR OPENED. WHEN MECHANICAL EC.>I.tIPMENT 16 NSTAI I IN
<br />N11 ATTiC, IT SMALL E311 INSTALLED EN ACC CRDANCES WITH MECHANICAL CODE,
<br />ACCE66 16 NOT REQUIRED WHEN THIS CLEAR HEIGHT OF THE[ AV4, 6PACES , MEASURED
<br />AT T146 ROOF PEAK IS LESS THAN 24.
<br />ATTACH MNW W $14' P.r. &Y-K 6MV
<br />TWAT 4 "MNEF'lIW WON OF YOUR
<br />Wol 0 FRAM") U" .01111 X 114
<br />T- NAILS MAkOJI1 %.W OC
<br />YiNA e~j4ftm 04TYtI4TION T Ymf
<br />WIND LOA* AND GO?1PRtbb'ON "Ti ,& TOR
<br />YOUR JoA LOCATION. ALL !k4a40A 6r. P
<br />"I 0 6L.OGK WALL A MN" OP
<br />I V4 AVID 'MIME 6I{/6.L 62 A MAXk Wfi V4'
<br />6PACE i5m%4%N BUCK A Io WINDOW Koes
<br />CAULKED W24DOW PER Y<
<br />WINOOfd MANVAGTURE$ 6
<br />73ECOIY4ENDAT10N6 TO M
<br />LOAD AND COI'Pt2Eb8102
<br />FOR YOI,R J08 LOCArlOh
<br />PAD SEAM OUT <
<br />6Ce WITH 2 X 6
<br />ioRUENd. TRU66e6
<br />SIMPSON HiO
<br />W/ 8 - ad TO TRUSS
<br />t TO SEAM
<br />BIMPSON AC6 MAX P06T TO BEAM
<br />AW-HOR WITH 8 -160 NAILS TO POST
<br />AND 12-160 NAILS TO BEAM
<br />6' X 6' WOOD POST
<br />S ABU" W/ Q - 16d COMMONS
<br />TO POST - (1) 9/8' X 6" ANCHOR BOLT
<br />MUST HAVE 2' MIN CONCRETE EDGIS ON
<br />ALL 6 DE CF POST ANC 4CR
<br />POST / 13EAM DETAIL
<br />STEEL PLYCLIP6
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />METRIC THREE TAB 614INGLE$ F.A6HN/3,
<br />S' ROOT= TO WALL
<br />PREVAILNG WIND 4' X V ANGLE, 26 GAUGE QAL.VAWaD METAL
<br />DtREGT10N RUBBER VALLEY A.AbHWQ OVER TOP OR V
<br />Si .46TE1 LNG WIPE 26 OAL*ff *ALVAN'ZEO PETAL
<br />D T/+ ell ALL NAIL$ MUST PENETRATE AT LEAST M4' NTO
<br />THE WOOD DECK
<br />NAIL SHiNGLE6 WITH II OR 12 QAIGC "YAN MD MAiL$
<br />WITH 3/6' D1A. HEAD$ ( It REQUIRED A6 60OtiJN W614 L IM
<br />AREAS,)
<br />NORMAL LLIMD ARRAS MAN41ARO OR HW WiW AREA$ MATERIALS EPIC FICATION6,
<br />d• b . i I'
<br />UNDERLAYMENT 6HALL CONF TO ASTM 0226, TYPE
<br />1 01% A T6Y1 4"9, TYPE 1
<br />9' DtP064+RH 9' E?pObt,RE � j R ASPHALT SHINGLE$ 614ALL COMJ?I-Y WITH
<br />A6MIALT 61-11NGLE$ 6HALL COMPLY TO A6TM 022! OR A6TM 03462
<br />6' MIN
<br />VALLEY LiNIER
<br />EXTRA MAiL
<br />A6PHALT PLASTIC CEMENT
<br />CENTER LiNH
<br />6' G.A.R. STANDARD ASPHALT SHINGLE DETAIL
<br />PLYWOOD NAILED AS SHOWN Ib DESiCINED TO WIT- STAND
<br />MAXIMUM WINO LOAD RATINd OF 130 MPN WITH FA6TEbT
<br />SPEED OF 110
<br />eL.00K WINDOW ATTACHMENT DETAIL
<br />Si .F6CN i-iEHA3.56AI.25' HAWSER 3 OP 4�01 ANG 40R O��i,T 9 9: a" FROM OF
<br />TO P AAL - A L NAIL HOLES A3,01
<br />.WALL W114 MiN. 6' 6lm6r:00ED
<br />TO UP AM LS Db x I I /2" TYPKAL IN 3OCp P61 �NGHff*$ raROUT
<br />TR�.,SS NAILS
<br />- -- - - - - -4 J I
<br />I� 1 •:
<br />FILLED CELL rTYP) i
<br />a" GMU W/ 3x100 F SI
<br />L !i '
<br />I
<br />GONG . LINTEf/
<br />6 30 MiN. LAP 30" i I 9L t X '2 0 2 PINE LF..AM LATH CNE
<br />LAYER 1/2" COX N CENTER
<br />E3M/WALL CONN
<br />TYPICAL ELECTRICAL RI VIAGRAM
<br />3 - 21E[ TWNH CU FEEDERS
<br />2" GALV RISER
<br />200 AMP
<br />METER SOCKET
<br />150 AMP
<br />C] Cn
<br />4 4 CU DRIVEN GROUND
<br />RODS 2 EACH 8'E[" APART
<br />SINGLE PHA80
<br />ISREAKER PANES.
<br />WITH MAIN
<br />2' GALV NIPPLE
<br />CONC4qHT8 ENCASED "DEER'
<br />ELECTRODE REGIUIRE_D PER
<br />ART 250 -50.. 1999 RPM MUST
<br />60 INSPECTED PRIOR TO CONCRHTO
<br />PLACEMENT
<br />ARKAY, ENGINEERING INC.
<br />R14E�R0 L K1DQli�f P�
<br />FLOROA 11,1CI643 NW'10r;A 312%,
<br />i WERE°jY CERTIiiY 1}i)t? ��IEANE?�,2(PECIGATiON$
<br />WA$ PREP'AE�� 6!e MIS �1 !.I a Mrf oiR. ! EPERVIBION
<br />ARE! IN COMPLIANC F OLWA 35"- o 4008 2001
<br />FOR 110 1 LPN f 3 SECQNQ GU(!;R) ul1q 2;fWt�h3 - `30 MPH FASTEST
<br />SPUD
<br />�r
<br />u
<br />0
<br />a1
<br />A
<br />�:.
<br />SANDPIPER III
<br />LAkHYIEIU non
<br />GARAGE LEFT
<br />Lll
<br />� Q
<br />-..
<br />LIVING 1269
<br />GARAGE 420
<br />PORCH 6B
<br />�
<br />TOTAL 1153
<br />6 cAJl► PA40 ?r TO W.,K &TA"
<br />PER Ypkti MJJd�AQT.iRJEb IA4bTIZlWO 4
<br />gaRM,l1 000* TO a lmvr of Gpo
<br />ATTACH 3!4' F.r. AUGit
<br />ORO Ti� At f$ 114! HN4-w uNDTIl
<br />t4 MIS Wi? L Alvp 401 -P�ri$
<br />AA fOf1 Y�.Y0$ LOGATIQN ALL
<br />t0 MIF,tT W11 LOAD AV CQMPRE661ON
<br />t2ATJ IS, FOl3 Y011li JO6 LOCATION.
<br />G* d00E! FEtAM3 L,QNO .Ol1 x 1 3.6'
<br />r ►{A9.$ MASCitA1H W OQ.
<br />/d CA 6G�A,Qt r" TitATS AI.00K
<br />WAIL A O t U4 AN� ?1+ER1 .41{N.L
<br />CEiLNO IRAFTER
<br />KA,- 1 4 WACt ESSTii.fW ftlICK
<br />AND ;AM*
<br />•
<br />w
<br />-
<br />Ok11�ACAP 60 V1CAT1Q
<br />t
<br />cl
<br />s
<br />mw WIND LOAD ooriPR
<br />AND 6b1F14N
<br />IRAt,WA FOR Y" Joe LOCAtIQH CAULK ODOR FRAME PER YOUR
<br />IUINIiFACTUKtEb RL�GO�'li"IRCATTON6
<br />MauMWy ! x s P.T. 6" AMID TOP PLATS
<br />1__
<br />-,_._
<br />Ati'A0480 10 KOC K W.WL 1,60-4 V1' X i'
<br />ANCI:IGf3 80LT6 OA &/a X f' oomb}ON
<br />GOLtb 4 ZACH 608 AND TOP 24' OG
<br />GAAAGE DOOR ATTACHMENT DETAIL
<br />@LOCK DOOR ATTACHMENT DETAIL
<br />THIS ROOF S ALL OF ITS COMPONENTS ARE
<br />DE03NED TO CONFORM TO SECTION 1606
<br />OF 1140 2001 FLORIDA OUIL 0INd CODER FOR
<br />WIND LOADS STATED ON PLANS
<br />HIP I RiDGE CUT FROM
<br />BIMPSON AC6 MAX P06T TO BEAM
<br />AW-HOR WITH 8 -160 NAILS TO POST
<br />AND 12-160 NAILS TO BEAM
<br />6' X 6' WOOD POST
<br />S ABU" W/ Q - 16d COMMONS
<br />TO POST - (1) 9/8' X 6" ANCHOR BOLT
<br />MUST HAVE 2' MIN CONCRETE EDGIS ON
<br />ALL 6 DE CF POST ANC 4CR
<br />POST / 13EAM DETAIL
<br />STEEL PLYCLIP6
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />METRIC THREE TAB 614INGLE$ F.A6HN/3,
<br />S' ROOT= TO WALL
<br />PREVAILNG WIND 4' X V ANGLE, 26 GAUGE QAL.VAWaD METAL
<br />DtREGT10N RUBBER VALLEY A.AbHWQ OVER TOP OR V
<br />Si .46TE1 LNG WIPE 26 OAL*ff *ALVAN'ZEO PETAL
<br />D T/+ ell ALL NAIL$ MUST PENETRATE AT LEAST M4' NTO
<br />THE WOOD DECK
<br />NAIL SHiNGLE6 WITH II OR 12 QAIGC "YAN MD MAiL$
<br />WITH 3/6' D1A. HEAD$ ( It REQUIRED A6 60OtiJN W614 L IM
<br />AREAS,)
<br />NORMAL LLIMD ARRAS MAN41ARO OR HW WiW AREA$ MATERIALS EPIC FICATION6,
<br />d• b . i I'
<br />UNDERLAYMENT 6HALL CONF TO ASTM 0226, TYPE
<br />1 01% A T6Y1 4"9, TYPE 1
<br />9' DtP064+RH 9' E?pObt,RE � j R ASPHALT SHINGLE$ 614ALL COMJ?I-Y WITH
<br />A6MIALT 61-11NGLE$ 6HALL COMPLY TO A6TM 022! OR A6TM 03462
<br />6' MIN
<br />VALLEY LiNIER
<br />EXTRA MAiL
<br />A6PHALT PLASTIC CEMENT
<br />CENTER LiNH
<br />6' G.A.R. STANDARD ASPHALT SHINGLE DETAIL
<br />PLYWOOD NAILED AS SHOWN Ib DESiCINED TO WIT- STAND
<br />MAXIMUM WINO LOAD RATINd OF 130 MPN WITH FA6TEbT
<br />SPEED OF 110
<br />eL.00K WINDOW ATTACHMENT DETAIL
<br />Si .F6CN i-iEHA3.56AI.25' HAWSER 3 OP 4�01 ANG 40R O��i,T 9 9: a" FROM OF
<br />TO P AAL - A L NAIL HOLES A3,01
<br />.WALL W114 MiN. 6' 6lm6r:00ED
<br />TO UP AM LS Db x I I /2" TYPKAL IN 3OCp P61 �NGHff*$ raROUT
<br />TR�.,SS NAILS
<br />- -- - - - - -4 J I
<br />I� 1 •:
<br />FILLED CELL rTYP) i
<br />a" GMU W/ 3x100 F SI
<br />L !i '
<br />I
<br />GONG . LINTEf/
<br />6 30 MiN. LAP 30" i I 9L t X '2 0 2 PINE LF..AM LATH CNE
<br />LAYER 1/2" COX N CENTER
<br />E3M/WALL CONN
<br />TYPICAL ELECTRICAL RI VIAGRAM
<br />3 - 21E[ TWNH CU FEEDERS
<br />2" GALV RISER
<br />200 AMP
<br />METER SOCKET
<br />150 AMP
<br />C] Cn
<br />4 4 CU DRIVEN GROUND
<br />RODS 2 EACH 8'E[" APART
<br />SINGLE PHA80
<br />ISREAKER PANES.
<br />WITH MAIN
<br />2' GALV NIPPLE
<br />CONC4qHT8 ENCASED "DEER'
<br />ELECTRODE REGIUIRE_D PER
<br />ART 250 -50.. 1999 RPM MUST
<br />60 INSPECTED PRIOR TO CONCRHTO
<br />PLACEMENT
<br />ARKAY, ENGINEERING INC.
<br />R14E�R0 L K1DQli�f P�
<br />FLOROA 11,1CI643 NW'10r;A 312%,
<br />i WERE°jY CERTIiiY 1}i)t? ��IEANE?�,2(PECIGATiON$
<br />WA$ PREP'AE�� 6!e MIS �1 !.I a Mrf oiR. ! EPERVIBION
<br />ARE! IN COMPLIANC F OLWA 35"- o 4008 2001
<br />FOR 110 1 LPN f 3 SECQNQ GU(!;R) ul1q 2;fWt�h3 - `30 MPH FASTEST
<br />SPUD
<br />�r
<br />u
<br />0
<br />a1
<br />A
<br />�:.
<br />SANDPIPER III
<br />LAkHYIEIU non
<br />GARAGE LEFT
<br />Lll
<br />� Q
<br />-..
<br />LIVING 1269
<br />GARAGE 420
<br />PORCH 6B
<br />�
<br />TOTAL 1153
<br />
|