The URL can be used to link to this page

Home My WebLink About6937 OAK CREST WAY Electrical Notes 2002 Electrical Code G.H.D. Lot 17 Oakcrest Way 210.12(B): All branch circuits that supply I25 -volt, single phase, 15- and 20- ampere outlets (RECEPTACLES, LIGHTS, SMOKE DETECTORS) installed in dwelling unit bedrooms shall be protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit. 406.8(B)(1): 15- and 20- ampere, 125- and 250 -volt receptacles installed outdoors in a wet location shall have an enclosure that is weatherproof whether or not the attachment plug cap is inserted. REAR ELEVATION 1/4 11211011 12 8� IT WILL BE TWE RE6PON6181LItY OF THB CONTRACTORIOWNER TO PROVION DOCUMENTS SHOWING THAT ALL WINDOWS AND DOOR$ ON THIS SPECIFIC JOB MST THR DESIGN PRE98URE6 STATED ON PLANS. WIND DE81GN PRESSURE 8CHEOULH FOR ALL OPENINGS OPENING XONS POSITIVE NEGATIVE (A) END 20131 -26,33 (B) INTERIOR 20.24 -22.04 (C) INTERIOR 20.80 -22.60 (iy) END 18.34 -22.60 (9) INTERIOR 21,80 -23.60 (0) END 20.01 -26.94 (0) INTERIORS 19.93 403 (14) INTERIOR 21,80 2 80 (1) ako 200 -71.96 (J) INTERIOR 21,84 -23,60 rwt :L s f wrp 4TA" THAT THE q 6Kat lER cAR1eIEe No L!Aikltl.lT l INb tRANts Awl TI I ORs �E,6 f�j Hb1.dI ID�QiIFY,11� DEFER i�E01GNER FROM AL! t.UUNr� LO6+�Eb AND �s`YG�Q (QvC1,UDp��¢FJ�NA81,$ ATl'ORNHY FEF6J AR14iNGt OUt OF Olrt 1�EQULTRk;k FROM TNt ?14 11 PE�NE vun 1. w GcOD FAaTH ATrtsPfi tO PROv Et2i�tOA FREE CoN 6T�tUGT10N t:;Lb,.k`.;i� �Y � T}+t EX(rTlt ERROt26 OCCUR TNg GEQKsNER Utz!- NQt B1! t►A1�LJ1 PClQ G06? OF fs .� »" C :A DELA`/ f0 T1 CON6TRUCTION �r �n APPROVED PRINT REQUIRED ON JOB SITE • �� W HALF CIRCL9 RIP<M VENT W OH 0 A - - r- , - 11 - - - — -- ----- --- - ---- - - - --- ---------------------------------------- DECORATIVE 15R ITOUO FRONT ELEVATION 1/4" 11011 _ DR1CK IT" IN ACCCROANCH iIATH CHAPTER 411.003 (ti (1) OF THt FLORVA ADMN16TRATIYt CODE. ELECTRICAL PLUMMINO AND 1'EC44AMICAL 6Y6T&M& 614ALL. 155 CE6IGAIE0 eY THIS RE6PEGTIYt CONTRACTOR To MjMT ALL APPLICAIDI$ CODE6. T143 ELECTRICAL, PLW ANQ MECHANICAL 6YOTFMO DRAWN 1-ERON ARt OA" UPON A 0E614N PROY!DED CY T149 OWNER TO ApeAU6 W161HER QW ,IRRI- 6. ALL ELECTRICAL OUTLHfO IN 15A"OOM6 KITCHEN, CJIITHIN 6' FEET OR 6NK6l, 4ARo4Gt AND AT M(TERIOR LOCAT10ha MALL IM WAW INTO A GROUND FAULT INTVWUPTER %sF1' CIRCUIT ALL 9.E OuTLET6 N 16ECROOM6 i FrA TIURE6 614ALL iSt WIRED INTO AN ARC - FAULT NTWJ;& PIER *AA' CRGUT 6MOKII DETEOTOR6 MALL pt PLACE IN EACH 15EDROOM ANO IN 14ALL WAY AREAS ADJACENT TO ISE>ROOM AND OTHER WINO AR" GROUND WIR9 FORM REISAR TO ELECTRICAL PANE. PER N. LC. • KrJ FLOOR 4 ELECTRICAL PLAN ALL WALLS ACT A8 SPEAR UlAlLB '9 VERTICAL ROOK FROM FOOTINGS TO 80N0 SEAM ABOVE 2.4' OH s r� 1/4" = 1'0" 6�;, °�'�wF'a i i� WC41HA.RG L. Klp(ylY FLOfkloA 4 ENS$ NUM16flik 3 1 NERDY C)eRTI VAT 8 ANts OPEC-iFICATION6 WAS PRE�'AREp OY t-t$ R CNOI IIY- 0 I 9ECf bUpf4R V16I0M ARE IN COMPLIANGB WM4 T'HO .k6$! ;Xo 2001, FOR 110 H1=N ( 3 6ELONo ru i`) 13xib 1.:4 - w MoN Frmi si SPEED � 4 L�kj I0 ELECTRICAL LEGEND a. F.I. 110 v GROt+ FAULT u (� RECEPTACLS 6UTC44 �Y af.l. Igo v a U ( ARC FAULT O 110 v RECEPTACLE W � U O UP DO v CEILNO FAN WATERPROOF 1� 1! 0^0 I lov LIGHT Ul CAN et CEILNG OR WALL (TYP) a CEILING FAN W/ LIGHT 6MCKS DHTECICR O CAN/ DALL FDOURN I1ov 50 CFM'0 EATH FAN ELECTRICAL PANE. FWORE6CENt FI)(TURt TELSY61ON EXTERIOR CDL FLOOD ® PHONE • �� W HALF CIRCL9 RIP<M VENT W OH 0 A - - r- , - 11 - - - — -- ----- --- - ---- - - - --- ---------------------------------------- DECORATIVE 15R ITOUO FRONT ELEVATION 1/4" 11011 _ DR1CK IT" IN ACCCROANCH iIATH CHAPTER 411.003 (ti (1) OF THt FLORVA ADMN16TRATIYt CODE. ELECTRICAL PLUMMINO AND 1'EC44AMICAL 6Y6T&M& 614ALL. 155 CE6IGAIE0 eY THIS RE6PEGTIYt CONTRACTOR To MjMT ALL APPLICAIDI$ CODE6. T143 ELECTRICAL, PLW ANQ MECHANICAL 6YOTFMO DRAWN 1-ERON ARt OA" UPON A 0E614N PROY!DED CY T149 OWNER TO ApeAU6 W161HER QW ,IRRI- 6. ALL ELECTRICAL OUTLHfO IN 15A"OOM6 KITCHEN, CJIITHIN 6' FEET OR 6NK6l, 4ARo4Gt AND AT M(TERIOR LOCAT10ha MALL IM WAW INTO A GROUND FAULT INTVWUPTER %sF1' CIRCUIT ALL 9.E OuTLET6 N 16ECROOM6 i FrA TIURE6 614ALL iSt WIRED INTO AN ARC - FAULT NTWJ;& PIER *AA' CRGUT 6MOKII DETEOTOR6 MALL pt PLACE IN EACH 15EDROOM ANO IN 14ALL WAY AREAS ADJACENT TO ISE>ROOM AND OTHER WINO AR" GROUND WIR9 FORM REISAR TO ELECTRICAL PANE. PER N. LC. • KrJ FLOOR 4 ELECTRICAL PLAN ALL WALLS ACT A8 SPEAR UlAlLB '9 VERTICAL ROOK FROM FOOTINGS TO 80N0 SEAM ABOVE 2.4' OH s r� 1/4" = 1'0" 6�;, °�'�wF'a i i� WC41HA.RG L. Klp(ylY FLOfkloA 4 ENS$ NUM16flik 3 1 NERDY C)eRTI VAT 8 ANts OPEC-iFICATION6 WAS PRE�'AREp OY t-t$ R CNOI IIY- 0 I 9ECf bUpf4R V16I0M ARE IN COMPLIANGB WM4 T'HO .k6$! ;Xo 2001, FOR 110 H1=N ( 3 6ELONo ru i`) 13xib 1.:4 - w MoN Frmi si SPEED � 4 L�kj I0 RIGHT ELEVATION 1/4" = 1 1 0" LEFT ELEVATION 1/4" 2 1'0" n u z�� a U O W � U O ix Ul a O 2 BANDPIPISR III �! LAKIS"1/IEUI 11 �•' � N GARAGE L.Ei°T m LIVING I269 (� GARACiL 420 V PORCH 6D !!! TOTAL I'163 Q t ', QF 4 ARKAY � 6 RIGHT ELEVATION 1/4" = 1 1 0" LEFT ELEVATION 1/4" 2 1'0" LINTEL WAD CNA1gT l 16" 000 $OCTION 3 CLEAR 6PAN CONCRSTS U LINTEL. "POWeR' ATERL O NT ST E EL 1' • 6 4981 PLP l UNFILLED ) 1014 P1.P L - 2 3869 PLF 2' - 2' 3439 PLP l UNFILLED ) 6626 PLIF L-2 6830 PLR y - a' 2111 PLP ( UNFILLED ) 9290 PI.,tK L -2 9949 PLR 3' - Y 2332 PLF l UNFILLED ) 4308 PLP L -2 4613 PLR 4'- O' 1636 ( UNFILLED ) 3939 PLF L -2 3639 PLR 4'- 6' 1624 pLF l UNFILLED ) 3134 PLR L -2 3288 PLP 7139 PL-F - 7246 " L -2 •• 3804 PLP » 6' - Y 2711 pv - 2298 PLP L -2 - 2400 PLP - 1' • O' 1981 PLIf » 2029 PLR L -2 - 2114 PLF » q 1123 Pl.P » 1168 PLP L -2 » 2213 PLR 2' 1489 PLP » 1948 PLR L -2 - I984 PLF 10' - O' 1334 pLR » 1414 PLR L -2 - 1819 PLP » 10' - an 1711 PL..P - 1323 PLR L -2 - 1110 PLR •• W-2 1200 PLF - 1230 PLP L -2 - 1623 PL-F 4-0 1109 PLR - 1118 PL IF L -2 - ISIS PLR » 12' - 8' 1 PLR - 1116 PLP L -2 » 1436 PLP » 13' - 4' 4398 PL IF - P 1381 PLR L -2 - 6E - - 1 1364 PLR - !4' - O' 1321 PLIF - P 1321 PLF L-2 - SL - I 1239 PLR .61 - O' 1132 PLF - P 1048 PL-IF L -2 - SL - 1 1131 PLF •• 1016 PLF P 828 PLF L -2 - SL - 1 960 PLR - 18' - 8' 311 PLP » P 110 PL-IF L -2 » SL - 1 893 PLF - 20' - O' 616 PLF - P 629 PLF L -2 » SL - I 184 PLR » ?2' - 8" 189 PLR - p 923 PLP L -2 » 6L - 1 606 PLR » •• - DENOTES 0 3 RWAR X CONT. PLACED IN E30TTOM COURSE AND 16' DEEP BEAM POURED SOLID UMTtI 2900 P61 CONCRETE. - P - DE NOTES PRO STRESOED U LINTEL UN 0 3 RE OAR X CONT. PLACED IN BOTTOM COUR65 t 16' DEEP BEAM POURED SOLID WITH 2300 P6E CONCRETE - S - DENOTES IN BOTTOM COURSE i (b) - 9 / 16" SMOOTH STIRRUPS AT 8' OC AT EACH END IN A 16' DEEP BEAM POURED SOE -ID WITH 2300 PSI CONCRETE 8' X $" X 10" KNOCK OUT eLOCK TOP COARSE WITH 1 HORIZONTAL " kFE)AR T11�0 TO ALL VERTICAL RODS 1-71 � U!� e' PRECAST LINTEL BLOCK y , OVER ALL OFENINGS, I EACH 6 8 REBAR IN TH16 COARSE WHEN SPAN OF LINTEL OVER 9'2' OPTIONAL STANDARD PRECA4T DETAIL 8" X 8 X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 0 5 HORIZONTAL " REBAR TIED TO ALL VERTICAL RODS BOX STEEL LINTELS OVER ALL WINDOW • AND DOCR OPENING$, NO 0 5 REBAR •R ; RE(XIRE0 ON BEAMS U P TO 24 WITH NO MORE THAN 6061-158 PLF OPTIONAL POUTER E30 LINTEL DETAIL 8" X 6" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 1 8 HORIZONTAL $„ REBAR TIED TO ALL VERTICAL RODS ! 8" X 8" X 16" KNOCK OUT BLOCK ' f OVER FOWER STEEL LINTELS, WITH 1 EACH •g REBAR IN THIS COARSE !1114EN SPAN OF LINTEL 16 OVER I2'4" OPTIONAL POUTER $TEEL LINTEL DETAIL all 1/2' 4PLY COX OR 1/16' 060 ROOF 6HEATNING HAILED 6' OC ON ALL EDGER AND IN THE FIELD WITH 80 NAIL$, USE STEEL PLYCLIP$ AND 0 19 FELT WITH 6HINOLE6, RIDGE VENT AS RE=IRED REFER TO SIMPSON CONNECTION CHART AND TRUE$ ENGINEERING FOR APPROVED SCRAP NCRIZONTAL LINTEL il3 REBAR NOOK LAPS MINIMUM 10" WITH 2 T ES i FOOTER '3 REBAR ROD CHARS REE3AR LAP DETAILS ENGINEERED ROOF TRU66E$ 24" OC tt cil MIN R -22 INSULATION IN ALL ATTIC AREAS R -11 IN KNEE WALLS 2X6 WOOD 6U9 WITH ALUMINUM SOFFIT AND FACSLA TRIM SEE LINTEL CHART ALUMN $.14. WINDOWS MASONRY 6ILL6 A. 8' 19LOCK WALL 8'0' IN HEIGHT L DECORATIVE CEMENTItOU$ FIN1614 APPROX GRADE! 6' X 16' FOOTINGS WITH (2) O3 REBAR ON CHAIRS \ - 1/2' CEILING TYPE GYPSUM BOARD y SINGLE BOND BEAM WITH (1) #9 REBAR CONTINUOUS TIED TO Al VERTICAL RODS _ 3/4" P.T, MIRING WITH R4.9 AL FOIL INSULATION AND V2' GYPSUM TYPICAL 4' CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL V18QUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 19 VERTICAL RODS FROM FOOTING$ TO E30ND BEAM WITH 24' LAP MINIMUM L GROUND WIRE FROM 18,+ STEM WALL NOTI?s 9TEMUTALL HEIGHT TO 159 DETERMINED FOOTING RWAA TO 130TTOM OF FOUNDATION PER THE OWNER F CONTRACTOR TO FIT TH8 6IT8 PANE,. PER KILO. MINIMUM 12' aEL-OW GRADE (MAXIMUM 4 MKP08ED COUR8E8 IN HEIGHT I MORE THAN 4 COUR$F.6 ARE NEEDED _ CONTACT ENGINEER PRIOR TO FOUNDATION POUR. 8' O" IBLOCK WALL. DETAIL. NOT TO SCALE - H9 CLIENT UNOW6TAN06 THAT THB DEi$KROA CARRI06 NO WAIb LITY INN,{ t"11 AMP THEREFOR$ A4REEO TO 4" HAPML]rdA IC";FY, ANO O �li�lIGNER FROE1 AU. CI. J10 L066W AND V<PNN60 (IN NO 9LA60RAQI,E AT10KNGY F9904) APJ6U i OUT 00 OR ROUL FROM T1 d ft*) 00. THN 6,r- ATGNFR WILL IN WCO FAITH ATT"T TO PROV08 ER Ft2 RCA E8 COMTRUCTION t>IAWINGB. Sut IN THE EYFKt q¢R OC�GUR T148 M IGNER W L NOt 68 LTA" FCR 0061 OR REPAIRS CIk DELAY TO TI4IEI C0NbTRIiGT10t4 i 9. 4" CONCRI9TIE SLAB MIN. 2340 P81 OVER TREATED COMPA% -0 1=11 ' 6X6 10 ✓10 Uu (OR EQUAL) 2 - REBAR TIE ON CHAIRS TYPICAL MONOLITHIC FOOTER 41' 4" TNT BTU_ t� WM CHOREO i PJ. P LA T WITH BOLTS AT 24" Q.C. 4' CONGRl3TH SLAB MIN, 2300 PSI OVER TREATED COMPACTEp FILL 6x6 1010 uJUJM (OR 54"L) 4 __ _– ___ - -__�� I -M REBAR 4 Yl" 8� ON CHAIR$ -11a 14- NON LOAD OARING GARAGE: FOOTING FOUNDATION 4 FL.UMEBING PLAN 1/4" = 11011 ALL FIXTURE LOCATIONS MUST 6E VERIPE_O FROM FLOOR PLAN AND 16 THE RE6PON6161LITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION, PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD OY CONTRACTOR. ARKAY lEJCsINR NG INC. 6TRUCTU' AL Wr•IHFEK6 RICHARD L, KI000Y P FLORIDA L ICEN60 N141111 F$ 312`36 I HER16Y CERTIFY "HAT T 4" PLMO ANL? 6psrGIFiCAt10tJ8 WA$ PRFPAR90 9Y III OR UNDER MY i>iRKT "ERY1610H ARE IN COMF AKN WITLa THIS t"t.OA10A IEM.tkOING CODE 2001 FOR IV MPH ( 3 SECOND "T ) WIND IONS - 90 MPH FA8tg6t $ESE M g) rj 3 �w a r . BANDt'IPEi� III LAk'EYIEIU urn GARAGE LBPt LIVING 1269 GARAGE! 410 PORCH 69 TOTAL I159 Im 01 PIG .. t^ u z "Of": -4 ARK,cEY OTW SPACING L- BRACING NO L BRACING (2) 2 X 4 L BRACING (2) 2 X 4 L BRACING (2) 2 X 6 L BRACING 16 0' TO 4'5" 4' TO 6'0' 8'0' 10" 1 2'0' TO !6b" 24" 0 TO 4'0" 4'0' TO YO" TO' TO 10'0 10'0" TO 14'0 BACKNAIL W/ (2) 160 NAILS 2 X 4 WEB BL OCK6 NAILED IN e5lUEEN WE" WITH (2) '60 NAILS EACH END W/ (6) 160 NAILS AT EACH END NAIL TO 2 X 4 2 X 4 ANGLE BRACING AT 48" OC ALONG GABLE ENE) NAIL ENDS TO 2 X 4 BLOCKING IIE13 BLOCKING WITH (2) 160 TOE NAILS I,/2' GYPSUM WALL BOARD 2 X 4 NAILERS TYP 2 X4 OUTRiGGERO At 24' OC NOTOs CONNECT OUfRf TO NO laF2GP GAL3LE3 NEisDED <)A6LE' WITH SIMPSON 142.3 L/R WHEN OVERHANG 18 12" OR OR EQUAL LESS MAX. 24" OVERHANG / NOTE, NO L !'.RAGING REQUIRED '!'HEN PEAK O P GABLE A 4'0' CR LESS 11 "L" BRACING TO EXTEN AT LEAST 90 49 DEGFe =s OF WEB LENGTH l SEE TABLE ABOVE ) nAOCr.w -+ STEP DOWN GABLE TRUSS WITH ONE LAYER !/2 COX SHEATHING OR 1 1!6' OSB NAILED 4' OC WITH 80 COMMON NAILS ATTACH BOTTOM CORD OF GABLE TRU66 TO 2 X 6 PLATE WITH 160 NAILS 6' OC / FII MIN 2 X 6 P.T. PLATE WITH I& X 8" ANCHOR BOLT8 2 X 4 NAILER ATTACHED TO BOTTOM AT 24" OC. CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 120 COMMON NAILS AT H GHT MEMBER OF GABLE END BRACING DETAIL 2 X 8 +2 YELLOW PINS RIDGE BEAM TYP. PERT SCAS CONT. Z X 4 NAILER TYP _ 2- 160 NAILS PER TRUSS 8 s5VEL CUT TYP SIMPSON 143 FRAMING ANCHOR TYP. r-- ROOF SHEATHING UPS RT3 OR SIMPSON 143 HURR STRAP 48' OC TYP. SECTION "A" - "A" 2 X 8 0 2 YELLOW PINE RIDGE BEAM TYP. 2X4CONT UPS R13 OR SIMPSON 143 HURR STRAP * 48' OG TYp. ROOF VALLEY 09TAIL '1�I'1 ?ICAL CONV FRAME VALLSY OSTAIL THE oupit 4MDER6tq" THAI rl 6fwaxw cmmrzo No uAe3'EJ(Y IN6111'tPt s ANfy T>�w cf¢E ".z"6 to 4OLP NARE'1E,964 IID4 1c't. At* DEfEt41<3 0I =64NM FROM ALL (t"i * 1-06"6 ANC? 004- ;N6Et1 fz9A60WLs ATto"Ay FEEL!) ARI6Mb OUT QF dirt R%, LTINO FROM tWO F'RQ.IFGt. T14E pEfiIGNEA W GOOF? FAITH ATT13'IpT TO PRGVIDE E}2R013 FREE COh6 %4ri0 DRAW0406. '50 IN THIL OA NI �ROR6 OCCUR THE OE64NER WILL. NOT as LIAm 1=0R C06T OF REPAI96 OR DELAY TO THE CON6TRUCTION" tWE6 BELOW SHEATHED VOR TO VALLEY FRAMING STALLATION 6 0 2 YELLOW PINE .LEY FRAMING TYP. COMMON TRUSS 4- 160 TOE NAILS s RIDGE BOARD END 2 X 4 VERTICAL SCAB s 48" OC MAX CONN. W/ 4 160 NAILS • TOP 1 USP RT3 OR SIMPSON H3 HURR CLIP AT BOTTOM 2 X 6 0 2 YELLOW PINE �— RAFTER * 24" OC UPS RT3 OR SIMPSON 143 HURR STRAP EACH END tt U P UPT CONNECTIO FOR MASONRY WALLS SIMPSON STRONG- TIH C,ONNEOTIONO ROOK UPLIFTS OF I?03f ANO LE66 U6E (1) 611PSON katA24 UtH (16) 100 X 1 1/1' NAILS 611"p60N 6TRO1 6PRUCS - PINE - FAR LATERAL LOADS 6EE PAGE 123 CATALOG C 033 4 1 60 ) l 1 PLY TRUES) FI 210 F2 623 ROOF U'*UFTS OF 2310 ANO LE66 USE (U 64MPWN H14ETA24 WITH QU 100 X 1 1/2' MAIL$ 62-tP60N 0RON4410 SEE PAGE 0 CATALOG 42002 6PRUGE - PINE - FIR L.AtRPAL. LOADS (133 2 160 ) ( I PLY T RU66 A 710 F2 620 ROOT UPLIFTS OF 9$W ANO L06 USE (1) 811 MGT UA I4 (?2) 100 x I V2' NAILS TO GIRDER AID 56' ISOLT 10 CONCRLttE 61MP6ON 6TRONG -tIE NO LATERAL. LOADS 6EE PAGE t24 CATALOG 0-2002 ROOF uPLIFTb Of 10980+ ANO Ls" U6E (I) 61MP60N HG - 2 WITH (a) LOO x 1 1/2' NAILS TO GACER ANO (2) 3/4' MOLLS N CONGREITLLL ( 2 PLY GIRDER6 ) SIMPSON 6TRON4 -tim SEE PAGE 124 CATALOG C -2002 NO L-' LOA06 ROOF UPLIFTS OF 10330 OR LF-66 USE (1) 6IMPSON HGT - WITH (8) 100 X 1 1/2' NAILS TO GIRDER AND (2) 314' ISOLT6 N CONCRETE ( 3 PLY 4AX R6 ) 6U'1P60N 6TRONG -TIE NO LATERAL LOADS SEE PAGE t24 CATALOG C-2002 ROOF UPLIFTS OF WW ANp LESS USE (1) 6IMP60N HGt UATH (16) I00 x 1 1/1" NAILS TO GIRDER AND (2) 314' MOLTS N CONCRETE ( 4 PLY GIRDERS l 61MP60N STRONG -TIE SEE PAGE t24 CATALOG 42002 NO LATERAL. LOADS U a U PL IFT CON NW ON6 F014 FOOD WAL1.6 81MPWN 61PONO ► TIE OONNEGTIONB ROOF UPLIFTS Of 365+ At0 LEO U6E n) 6l1 IP60N H2.9 HURRICAtr'E TI LL HEIGHT TO E3 VERIFED BY TRUSS MANUFACTURE U11TI4 3-90 NAILW to TRU66 ti NAILS TO PLATE ROOL' UPLFTS FROM UP t0 0 440 USE (13 6" e �� 60 �� 14 HOT -2 TIM DOWN At14 61HPWN 6TRONQ TIM 6PRUGM - 60. PNE - FIR Da&M, 6TU> P UNDER G ItA04 4*DM U6E i 63-OWN HTTn ON M04 60 PAGE 196 CATALOG 0-2002 LATp4AL LOAF ( I }3 t 160) FACE Of 611,0 PACX USE (2) S/6' THRU ISOLT6 FRAM 6W TNROUGN PLATE Fq I'$Q F2 AN AWYE. U6E 8.100 NAIL4 t0 TOM AND 321613 NAILS TO t0 HOT-2 TIE7< 00 6r.66 66 ZA40 HTT4 TIE l 2 PLY 4*664) . 8001 UPLIFTS OF 4W AND LESS U68 (1) 61MP60N H I IIJARICANLII TILLI *w6ON OTRONO tie NO LATERAL LOA" UT14 4-40 NAILS TO TRU66 4-90 NAIL6 TO PLATE I FACIE OF T"s 6% PAGE 1140 4 24 CATALOG 0-2002 61MP6ON 6TRONO TB 6pRUGE - PNP - FIR 6EE 0AGE 196 CATALOG C -2002 LATERAL LOAD ( 133 4 160) F1 1150 F11+30 RQOf UPLIFTS FROM 4W TO 910* UU (V 61WOON 4 T!O ROOf uPLIFT4 FiRo I UP t0 OW)b U69 (1) 61 HP60H HOT -3 TIE DOIUN UAN UN 4-90 NAIL TO TRUSS 4 NAILS TO PL.Af t I MC4 PAC Of Tft" TROLS 04> P ACX WWElb GIRDS USE t 144 61t1P6ON H7772 ON I? 404 61Mp60N 6TRON0 Till 6PR1}GE - P" - FIR F�4CLt 41' 61I I0 PACK, USE (2) ?16' 1HRU �lfi6 F1k0M SW tHl�OUKs14 PLATE 6E8 PA 11 136 CATALOG C-2001 LATERAL LOAD ( 133 # 160) tQ Nc3i =3 T4 Dp1l� / yOtirit. U6Q , , 0 NAILS TO TRU66 AND 32 ibD *tAA.b t0 A 16o F2 130 6tUD6 I'AO4 HTt?i TO DOWN ( 3 PLY GIRDL Q ) 6tHP604 6TRON0 TIE NO LATERAL LOADS Um PAVE 140 2 24 CATALOG 0-2002 ROOF UPLIFTS FROM %is UP TO 14W USE 6►MP6024 HT620 TW16T 6TRAP ---- _ - - -- WITH 10 -100 NAILS TO TRU66 10 -100 NAILS TO PLATE _ ---- 61MP6ON 6TRONG tit; NO LATERAL LOADS ----- -- -- 6EE PAGE 139 CATALOG 0.2002 ROOF UPLIFTS FROM UP TO OW50 UN (V 69-IP60H 14OT -3 TIE DOWN WITH (4) QTt.10 PACK UNDER (2*DF„IQ.'U68 10,4114 6U'1P60N HTT?2 ON 24434 ROOF UPLIFTS FROM UP TO 3)30 USE (1) 6&1P6ON MGT TIE OOWN WITH FACE Of 6TUO PACK- U6E (1) !W6' THRU MOLTS FROM STUD tHROUGN PLATE DOW" 61.0 PACK ugDm G u6% I EAC14 61MP60N PHpS ON I TO HOT-4 Tilt COUN ABOVE USE 6-100 NAIL6 TO TRU88 ANO 32 -160 NAIL6 TO FACE OF STUD PACK. U6* 318" THRU MOLT FROM STUD THROUGH PLATE 6TUD6 FAC14 WTT22 TIE DOWN ( 4 PLY GIRDER ) TO MGT TIE DOUN A40YE. U6E 72-100 NAL6 TO TRU66 14-1/4' x 3' 606 Trm W000 6CRL?t1±b t0 6tU08 (I PLY GIRDER ) 6Lt1P60N 6TRONG TIE NO LATERAL LOADS 6IMP604 6TRONG TIE NO LATERAL LOADS SEE PAGE 140 1 24 CATALOG C•2002 6EE PAGE 140 8 h CATALOG 0-2002 41' 4" 19' 4" 32' O'. TRUSSER CANTILEVER FROM CONCRETE BED LL HEIGHT TO E3 VERIFED BY TRUSS MANUFACTURE - --- __ ---- _ - - -- ------------ _ ---- _ ---- ----- _ ---- ----- -- -- ----- _ ---- Trm ILL- / / / \ SCISSOR TRUSSES. ALL DROP ETAS TO BE VE:.RFIE D BY BUILDERS / / a / / / / \ GIRDER 8/12 PITCH 8/12 PITCH G112DEFR GABLE END TRU66 2'O" MET 8ACK 2O' O" 13 14' 4" 41' 4" ROOF TRU88 PLAN 1/41 _ 1'p TRU66 MANUFACTLAS TO PROV-PS COC.Ui"ENTS WITH ENGINEERING A-40 UPLIFT 05TAIL6. IT WILL Bic TI-9 OWNERS✓(:ONTRACTORS RE611PON615 ITY t0 OSTAIN THE69 DOCUMENTS AT PE:Ri" IITTiNG ( IF REQUiREV) FROM THE tRU66 MAJNWACtURIL REFER TO 61MP60N STRONG T I'F CONNECTION CHART PROVIDED ON DRAWiNG6 AND TRU66 ENGINEERING 000W -1 NTATTON FOR UPLIFTS ANO U63 PROPER ANCHOR FOR D4063 CONNJcGTION6, f1/ cW S 'r 0401NOUQNO INC. R4L- 04GINEER6 r R:CiaARO L K_►OpP.Y> FLORIDA I,.IGL IGL 141Ji'OFA I HEROY Cr;Rt +Y TKAT T'Pi €6* PkM* At'.0 W, jAtION6 "0 PRrpARL ? E3Y h3 p14 440g* MY D Eot 6UPERVI610K ARM IN COMPL!ANC P Wt1N " FLOXIDA OWCCiNG CODS 2001 FOR 110 MPI4 f 3 BECONf� GU6t ) I IN0 ZON¢ • 9Q MF�14 FA646T SPEED m i l l - ,,, j 41i■fLIEL�"° GEN RAL. NOT FM TH1a BU I LDING HAS OEM DESIGNED TO CONFORM TO THIS FLORIDA %fl.D CODE 20CL ARKAY ENG[SEERNO INC, A REGIST'KRED UCENBED, FLORIDA PROFESSIONAL 60"IURAE, Ew-I NEERIN4 COWANY, HAS APPLIED Y RATIONAL. ANALYSIS' FOR THIS 6TRUCTURA4 DESIGN OF T1416 6tRUG1URB rkll BUILDING ( NCLUONO ALL COMPONENT$ AND CLADDINGS SMALL BO DESIGNED FOR THIS FOLLOWING $UPF.RIMP08EP LOADS FLCCR9s LI LOADS - 40 P.S.P. DEAD LOA06 - 10 P.S.P. *ARAGGE 8E-AS, LiVE LOADS - 50 P.S.P. OEVAD LOA06 - 10 P.9 .P. ROOF, LIVO, L OA06 (TRUE$ TOP CORO) - 4 N.S.F. CEAD LOADS (tM66 TOP CORD) - 10 P.$.0, 1$ P.S.P. WHEN TILES ROOF INSTALLED DEAD LOAD (TRUSS E3QTTOM (ORD) - IO P.$.P, Lltip, A66UME0 TRUSS 6" WltOWT ( DEAD LOAD) - 1 P.S.F. 0 UVPNd iS DESIGNED TO CONFORM TO A6CO 1 -98. CHAPTER 6. PER FLORIDA BUILDING COGS 2001 SECTION 1606.1.1 WIND CF ASSU OPTION& EYA PiNd EXPOSURE! - B Bum- DING imooRTANCO FACTOR . 1.0 MEAN ROOF HEIGHT 30' OR LE" HEIGHT 1 EEXPO"13 ADJUBTME"NTS COEFFICIENT • LO ENCL06FD SUiLONG INTERNAL PRE66URO COEFFICIENT • / - 0.16 6E3 WIND 6PEED INFORE"*.ATiON STATED ON PLANS BOIL SIZARINd 4 COMPACTION: THESIS PLANO WERE DRAWN BASED UPON AN ALLOWAOLB SOIL SNARING CAPACITY OF 2000 RSA( MINIMUM ) TNO CONTRAGTOR/PROPERTY OWNER 16 ROWONVOLO FOR VERIFYING 14AT THE SOiL ON TH$ SITES 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN 6UPPORt A 2000 P.S.F. FOUNDATION LOADING ARKAY ENGINEERING INCe A REGISTERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL EENGINEERlNd COMPANY. DE614N1 THE6E FOUNDATIONS WITHOUT VISITING THIS CONSTRUCTION 61T11 NOR PERFORMING ANY SOL TESTING ARKAY P4dINEERINd LNG SHALL NOT SO RESPONSIBLE FOR THIS SITE SON- ABILITY TO SUPPORT THIS BUILDING LOADS FOUNDATION 4 &AS - ON- GRADES N OTES 1 BUILDING 61TO 6"" SO SCRAPED TO RS -IOVO ALL ORGANIC KATERI AL.6,. ANY ADDITIO FILL PLACED ON THIN BUILDING PAD AREA, 614ALL 69 COMPACTED SUCH THAT It CAN A0E(211AT 61JPR0lRT A 2000 P.S.P. FOUNDATION LOADING, 6LAIO SHALL SO PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEMATELY COMPACTED AND TIERMIT111 POi80N90 WIL CONCRETE UTILIZED IN THIS FOUNDATION AND 6L.ASS 614ALL HAVE A MINIMUM 28 DAY C4CIMPRE68(VE! STRENGTH OF 2900 P.B.P. REINFORCING 6TML BEFALL SO GRADE 40 MINIMUM AND IDENTIFIED iN ACCORDANCE WITH ASTM A ^ -614, LAP 6PLCGEA WHERE REFIRED SNAIL SO A MINIMUM OF 29' FOR 0 3 R19M . * O N FOF2 0 6 RWAR 1 39' FOR 1 1 REtbAR PLANS ARE[ �G! W00 NE FOR A, MAXMUM STIEMWAL L HEIGHT OF 4 COUR8E6 ( AFTER FINAL 61?8 QtADIN4) THEE CONTRACTOR OR OUILDNd OWNER 6MALL. DETERMINE TWO EXACT ST01WALL HEIGHT OA69 UPON SITES C01 ONO PRIOR TO POtURINd THIN FONlDAT10N AND CONTACT ARKAY &4dINE#J2ING WHEN MORE THAN 4 COURSE ARE REdUIRE=D A FOUNDATION SURVEY SMALL. SO POUORMED AND A COPY OF THIS SURVISY SHALL BO ON 61TO FOR THIS OJIL P NG INSPECTORS U68, OR ALL PROPERTY MARKER6 SHALL SO ECKP06ED AND A STRING 6TRECTE0 FROM MARKER TO MARKER TO VERFEY REOUIRW 63T SACK$ MASONRY WALLS: CONCROTO MASONRY UNIT SHAD- SO HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SMALL HAVE MINIMUM P'M OF 1500 P.a.l. MORTAR SMALL CONFORM TO AStMC -210 AND SHALL BO E I THER TYPO M OR 6 REINFORCJNd 6TM SHALL OIS GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH A6r -%615. LAP 6PLiC96 WHERE R9MIRED SHALL SO A MINIMUM OP 29' FOR -9 RWAR 30' FOR 4 6 RWAR AND 39' FOR 41 REOAR. GROUT FOR THIS POURED CE LL6 AND LINTEL6 6HALL HAVE A MAXIMUM COURSE! AGGREGATE SIZE OP 3/6' PLACED AT 810 11 INCI4 SLUMP AND HAVE A MINIMUM 28 DAY COMPRE66EYO 6TRENGTH OF 2000 P.6.1, ( WHEN TESTED PER A6TM C-EOI9 ) PROVO* CLEAN OUT OPENING6 ( 16& (N. ) IN CM-L6 CONTAINNG SPLICED REINFORCEMENT. WHEN TWO GROUT POUR EXCEEDS 5 FEET IN HEIGHT ROOFING 4 FLA$HINGS: ROOFING SYSTEM AND FI,46HNO AS STATED IN PLANS MUST CONFORM TO CHAPTER 15 OF THIS FLORIDA BUILDING CODE 2001. FLA6141NO SPECIFIC 690PON 1501.3.9 CONTRACTOR OR OWNER MUST PROVIDE WITH PLANS SPECIFIC: PRODUCT INFORMATION DETAILING IN6TALLAMN OF PRODUCt TO MEET WIND DESIGNS OF THIS SOT OF DRAWING$. TIMSER MATERIALS: ALL TI MBERS MATERIALS SMALL BO A6 FOLLOWS, LVL SEAM$ SMALL BSS, RU) MCALL16TER LVL MATERIAL6 MA"A4TURF0 BY TRU66 J016T MACMILLAN I OR OQUL) LUMSE.R VILiZED IN BOTTOM PII,.AT9. TOP PLATE6 POST, STUDS PACKS AND SLAMS 614ALL SO h YELLOW P INS (OR BETTER) INTERIOR AND INTERIOR LOAD, BEARING 6TU06 SHALL SO 0 2 SPRUCE! (OR SETTER) ALL OTHER STUDS WALL SO "STUD GRADE" 6PRUC8 6PACIt i6' OC. ALL 6PE, cfA AT TOP PLATE MUST SO MINIIMUM 4'E[' AND NAILED 4' OC WITH 120 COMMON NAILS P6L POST SHALL DO (t6PJ PARALL.AM P% MATERIALS MANUFACTURES BY TRU88JOI61 MACMILLAN If OR 04MAL). 6E N P06T SUPPORT TASLIS FOR LOAD VALUES. EXTERIOR WALLS SHALL E[8 CONSTRUCTED WITH VY PLYWOOD OR V16' O.S.B. ( 2 RATING) NAILED WITH 801 NAiL6 6PACE AT 3' OG ALONG ALL HORIZONTAL JOINTS AND EDGER, 6' OC ALONG ALL VERTICAL JOINTS AND EDGES AND 12' OC ALONG ALL INTERMEDIATE! STUDS AT OPE?•IINe46 9'E[" WDIS OR LARGER STRAP HEADER SLAM TO THIS HEADER STUDS WIT14 (L U6P OR SIMPSON L6tA24 STRAP TIES AT FA(:CW END OF HEADER SEAM. ANCHOR BOTTOM OF HEADER 6TU06 TO FOUNDATION WITH U6P OR SIMPSON WTV6 TENSION TIC NTERIOR 6TUD WALLS TO BE OP 2 X 4 n 6PRUCO OR BETTER WITH 61NGLO 2 X 4 P.T. PINE BOTTOM PLATO AND 61NGL% 2 X 4 0 2 6PRUCE TOP PLATES WITH STUDS SPACED MAXIMUM 24" OC. W4LL6 TO HAVE V2" 6YPO W BOARD 9ACH 6100, WITH WALLS AT GARAGE TO HAVEs MINIMUM R-o INSULATION ANCHOR WOOD 6NEAR WALLS 664MEN1$ TO FOUNDATION WITH SIMPSON LTT20B TENSION TIN AT EAC44 ENO OF WALE. 6E WIE NT6 AND AT ANY WALL WaMENt INTERSECTION If BUILDING CORNERS) ANCHOR TRLI66 TO WOOD BE=ARIN LOCATION!! AS FOLLOWS, ROOF UPLIFTS OF 4W AND LEE$ U68 (1) UOP RT3 OR SIMPSON H3 HURRIGAN6 TIE[ FOR UPLIFTS FROM 456 TO 9IOM U69 (2) USP R13 OR 61MP60N H3 HURRICANES TIES UPLIFTS FROf1 911 UP TO 1450 USE! A U61P HTtitW OR 61MPWNI HT620 TWIST STRAP ALL PL L*14 0, EO..ECTR}CAL AND MECHANICAL ROUGH INS MUST 03 COMPLOTIEx, INSPECTED AND APPROVED PRIOR TO ROdUEVINQ 1143 FRAMING N6PiEGTiON. I F DESRED, E:4UEYaLIE�IT.CONNEEt:1t2R8 MADE! BY ANOT14ER &4:'KIE.R MAY SE USED iN PLACE OF THIS uSP OR 61HO60H GONNEGTOFtB SIaOWN Tug 4,1-19 (T UND R61AN06 THAT 144N Vr;6IWXR IARRIE4 NO L"ILJTf IN&4RANf9 AND t1:ERF.FCRS AdREEEa TO How HAE K400 iG@ Noy, ANo VWJDS , p 01 6*NfiR FROH ALL a AIMS, L066E$ AND >#kPEN60 (INCIIA N4 W60KAESt,9 ATTORNEY FF.Eb) ARJ61" OUT Of OR RESULTING FROM THE PiWJEC,t. THIS OFSKaNEl4 WiL.d Q4 (WW FAIt14 ATTWlbT T O Flg6VI09 RkRGR FREE C0N6TRUGT1pN 011 4JWtNCaa, 2><It W i44E T Q $06 00CA4R THE �bKsN1rR WILL NOt 1'511 LIABLE# FOR 666r or RQ�a1RS C13 D19.AY TO TWQ l,.ON6TRSJGT)ON SOIL TERMITE TREATMENT: INITIAL. SON. POfbON" TREATYI1�411` $HAL,L SO DONS AFTER ALL EXCAVATION SACKFN.WNd II COMPACENG ARIll COMPLESTN (PER Ff5d 1616AU ANY SOiL 016TUROED AFTER NO INITIAL TREATMENT SHAH. SO R8 TREATED ( INCLUDING ANY BOXED Ott FORMED AREAS) (PER F@G 18161.2+ BOXED AREAS M 114E1 CONGROTO OLA9 FOR INbtAL.LATION OP TRAPS 6HALL SIS MADE WITH PERMAMENT MOt4 OR PLA60 - , FORMS. PERMAMENT FOP)lb MOT SE 00 AN A09 610 / 0EPtI4 TO ELiMINATIN AN DISTURBANCE! 0 THIS SOIL AFTER 1141 I NITIAL. TREATMENT (PER FBC 1+316.1.3) A MINIMUM 6 MiLL VAPOR @AR721ER MUST Of -STALLED t0 PROTL=Gt AQAIN6T RAINFALL DN-UTION IF RAINFALL. OCCURS BEFORE VAPOR BARRIER PLACEMiht, R$ TREATMENT 6HALL SO REMIRE 0 (PER FBC 1816.1.4) ALL BUILDINGS AR1E RE61UIRF0 TO MAVI'S A PRE CONSTRUCTION TERMITE TREATMENT (PER F061616.0) AFTER ALL WORK 1$ COE PI -1E1TO ANY LOO6O WOOD AND FILL MUST SO RE3MQVEA FROM E3ELOW AND WITH IN it OI( THE BEJILDINd. THIS SHALL (INCLUDE ALL CAADES STAKES TUB TRAP BOXES, FORM$. 6HORNG AND ANY ONW CE=LLULOSE CONTAINING MATERIALS (PER FSC 1303.1.91 NO WOOD VEGRTATIOK OTUMPa, CARDBOARD, TRASH, OTC, SHALL SO BURIED WITHIN 15' O' OF ANY SUILONd OR PROPOSED BUILDING (PER F15C 230364) ANY CONCRETE OYER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDAT10N PERIMETER MUST SO REMOVE PPJ014 TO INTERIOR 60L TREATMENT (PER FSG 181619) M<TERiOR SOIL TREATMENT MIST 193 APPLIED UNDER ALL EXTERIOR CONCROTO OR GRADS WITt -ITN iY OF THIS 6TRLll - SIDE WALLS (PER FSG 1816.1.6) AN EXTERIOR VERTICAL CHEMICAL 13ARRIER 614ILLL Oil INSTALLED AFTER C4N6tF"T10N 16 COMPL.OTO ( INCLUDNd LAN06CAPNO AND IRRIGATION) ANY SON. 0I6TUROW AFTER THIS VERTICAL BARRIER IS APPLIED, SHALL SO RSTREATED (PER FEl,- 1816.1.6) IRRIGATION / SPRINKLER 6Y6TEM6 INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT SO INSTALLED WITH ►Y Of THE BWLDINd SIDEWALL6 (PER FIG 1503.4.4) CONOENSATO AND ROOF DOWN SPOUTS DISCHARGE AT LEA6T re AWAY FROM THIN BUILDING MIS WALLS (PER FDO 1503.4.4) THIS DISTANCE FROM THE E XtUCOR WALE, COVERING ( EXCEPTIONO. PAINT AND DEGORATiV13 CEEi I NTiT`I" FEN16H LESS, THAN 9/S' THiCK ADHERED DIREGtLY ONTO THIS FOUNDATION WALL) AND PHAL EARTH GRADE SMALL NOT BO LE66 THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE TERMITIS INFESTATIONS (PER FBG 1403.1.6) A ' CERTIFICAT3 OF COMPLIANCE' SHALL BO ISSUED TO THIS BUILDING DEPARTMENT BY A LICENSED PERT CONTROL COMPANY F,IEFORE A ' CERTIFICATE OF OCCUPANCY WiLL SO ISSUED. THIS CERTIFICATE SHALL STATZ (PER FBC 18191.1) ' THE[ BUILDING HAS RECEIVED A COMPLOTN TREATMENT FOR THE[ PRiVENTION OF SUBTERRANEAN TERMITE & TI48 TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THIN FLORIDA DEPARTMENT OF .AGRICULTURN AND CONSUMERS SERVICES A PERMAMENT SIGN THAT IDEENTIFIE6 THE TERMITE TREATMENT PROVIDER AND NEB FOR RE INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL SO PROVIDED. T143 SiGN SHALL SO P06TEOD NEAR TWO WATER NEATER OR ELECTRICAL PANEL (PER FBC 104.16) TRUSSESI IF NO CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL ROVIN TWO TRU66 SYSTEM LAYOUT FROM T1406E SHOWN ON THEM PLANS ARKA ENGINEERING. I NC 16 AMiRE1? TO REVIEW ALL FINAL. CONSTRUCTION 000,0 iENT6 FOR COMPLIANCE! WIN THIS DESIGN INTENT PRIOR TO COMMENCEMENT OF THE[ PROJECT UP LIFT CONNECTIONS FOR MASONRY WALL6 ROOF UPLIFT6 OF 1890f AND LES6 U60 (1) SIMPSON HISTA24 WITH (16) 1001 X 1 V2' NAILS ROOF UPLIFTS OF 23f0* AND LE" USE (1) SIMPSON HNSTA24 WITH (2U 100 X 1 VY NA; ROOF UPLIFTS OP 3965 AND LESS USE (1) 61HP60N MGT WITH (22) )OD X I VY NAILS TO GIRDER AND 9/8' SOLT TO CONCROTO ROOF UPLIFTS OF 10980 AND LESS U68 (1) SIMPSON HOT -2 WITH (8) iOD X 1 V2' NAILS TO GIRDER AND (2) 3/4' BOLTS IN GONCRHTO ( 2 PLY GIRDERS ) ROOF UPLIFTS OF 10530 OR LESS U68 (1) SIMPSON HGT -3 WITH (8) LOO X 1 VY NAILS TO GIRDER AND (2) 3/4' BOLT6 iN CONCROTO ( 3 PLY GIRDS RS, ) ROOF UPLIFTS OF 9250 AND LE66 USE (1) SIMPSON HGT-4 WITH (16) SOD X I V2" NAILS TO GIRDER AND (2) 3/4' SOLT6 IN CONCREETO ( 4 PLY GIRDERS ) EXTERIOR WINDOWS 4 DOORS: ALL EXTa RIOR WINDOWS 4 GLA66 DOORS OR ENTRANCE DOOR SHALL BO TESTED IN ACCORDANCIS WITH AN6VAMMA/M"A 4V162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THIS MANUFACTURE PERFORMANCO C44ARACTERI6TICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WNDOW A88EMSLIE6 614ALL SEE TE61 OR ENGINEERED TO TRANSFER LS TIMES THIS DESIGN LOA06 TO THIS ROUGH OPENING SUBSTRATE[ INSTALL ALL WINDOWS AND DOOR A6615MBLIE6 PER THE MA"ACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THIS DESIGN PRES&RE6 SPECIFIED ELECTRICAL, PLUMEBING, 4 MECHANICAL: IN ACCORDANCE UNTH CHAPTER 411.003 (2) (U OP THE FLORIDA ADMINISTRATIVE CODED ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SMALL SO DE:SiGNED BY NO RESPECTIVE CONTRACTOR TO M,EOT ALL APPLICAOE-E CODES. TWO ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE @ASE UPON A DESIGN PROVIDED BY THIS OWNED TO ADOAE66 1-1I8/4ER REQUIREt- MENTS. ALL ELECTRICAL OUTLOTS iN @ATHROOM0, KITCHEN, (WITHIN 6' FEET OR 6ENK6), GARAGO AND AT EX TERIOR LOCATIONS SMALL BE WIRED NTO A GROUND FAULT INTERRUPTER 'GFI' CIRCUIT ALL ELECTRICAL OUTLOT6 IN SE.DROOMS / FIXTURES SMALL SO WIRED INTO AN AR"AULT INTERRUPTER 'AFL' CIRC XT SMOKE DOTECTOR6 644ALL BE PLACE iN EACH BEDROOM AND iN HALL WAY AREAS ADJACENT TO SLDROOM AND OTHER LIVING AREAS GROUND WIRO FORM REBAR TO ELECTRICAL PANEL PER N.O.C. SAFETY GLAZING: NO FOLLOWN43 SHALL. BE CON60ERED 6PECIFiC HAZARDOUS LOCATION FOR NO PURP065 OF GLAZING (1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANES. OF ELIDING DOORS ABSEMBLIE6 (2) GLAZING iN DOORS AND ENCL06URE6 FOR HOT TUBS, WHiRLPOOLB, SAUNAS. 6T8,AM ROOM6, 0ATHTUB6 AND SHOWERS. GLAZING iN ANY PORTION OF A BUILDING WALL Ea1CLONNG THESIS COMPARTMENTS W14ERR NO BOTTOM EDGE Of THE[ GLAZING iS LE66 THAN 60' ASOVO THIS DRAIN (NLOT (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANES. ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE 16 WITHIN A 24' RADIU6 OF NO DOOR N A CLOSED P061TION AND WHO611 BOTTOM ERGO 16 LESS THAN 60' ABOVO NO FINISH FLOOR OR WALKING 6URFACN (4) GLAZING M AN INDIVIDUAL FIXED OR OPEERALN PANEL OTHER THAN THOSE LOCATIONS DEBCRISED IN ITII6 (2). AND (3) A@OVIS . THAT ME RfS ALL OF THIS FOLLOWING (A) ItP06ED AREA OF AN INDIVIDUAL PANES GREATER THAN 9 6Q. PIT. (S) BOTTOM EDGES LESS THAN 18' ABOVE THIS FLOOR (C) TOP E D691 GREATER THAN 36' ABO THE FLOOR (D) ONE OR MORE WALKING 6 WITWN 36" HORIZONTALLY OF THIS PLANO OF THE GLAZING DRAFTSTOPPINGI IN SINGLE FAM DWELLINGS, DRAPTSTOPPINGS SHALL SO PROVIDED ( PARALLEL TO THIS MAIN FRAMING MEMBERS) IN FLOOR / CE¢Nd A640- TELLIES 6EPARATNd USQASLIS SPACES. DRAFTSTOPPING SHALE. SO CONSTRUCTED 6UC14 THAT THE FL(XR / COL NO A66EM611.11Y 16 BROKEN UP INTO TWO OR MORE[ APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 6Q.PT. ATTIC ACCE88: ATTiC SPACES SMALL 08 PROVIDED WITH AN INTERIOR ACCESS, OPENING NOT LE66 THAN 22"x36'. ACCEE66 OPENING SHALL O3 ACCE6,61011 -01 AND PROVIDE WITH A LID OR DEVICE THAT 16 EASILY REMOYEo OR OPENED. WHEN MECHANICAL EC.>I.tIPMENT 16 NSTAI I IN N11 ATTiC, IT SMALL E311 INSTALLED EN ACC CRDANCES WITH MECHANICAL CODE, ACCE66 16 NOT REQUIRED WHEN THIS CLEAR HEIGHT OF THE[ AV4, 6PACES , MEASURED AT T146 ROOF PEAK IS LESS THAN 24. ATTACH MNW W $14' P.r. &Y-K 6MV TWAT 4 "MNEF'lIW WON OF YOUR Wol 0 FRAM") U" .01111 X 114 T- NAILS MAkOJI1 %.W OC YiNA e~j4ftm 04TYtI4TION T Ymf WIND LOA* AND GO?1PRtbb'ON "Ti ,& TOR YOUR JoA LOCATION. ALL !k4a40A 6r. P "I 0 6L.OGK WALL A MN" OP I V4 AVID 'MIME 6I{/6.L 62 A MAXk Wfi V4' 6PACE i5m%4%N BUCK A Io WINDOW Koes CAULKED W24DOW PER Y< WINOOfd MANVAGTURE$ 6 73ECOIY4ENDAT10N6 TO M LOAD AND COI'Pt2Eb8102 FOR YOI,R J08 LOCArlOh PAD SEAM OUT < 6Ce WITH 2 X 6 ioRUENd. TRU66e6 SIMPSON HiO W/ 8 - ad TO TRUSS t TO SEAM BIMPSON AC6 MAX P06T TO BEAM AW-HOR WITH 8 -160 NAILS TO POST AND 12-160 NAILS TO BEAM 6' X 6' WOOD POST S ABU" W/ Q - 16d COMMONS TO POST - (1) 9/8' X 6" ANCHOR BOLT MUST HAVE 2' MIN CONCRETE EDGIS ON ALL 6 DE CF POST ANC 4CR POST / 13EAM DETAIL STEEL PLYCLIP6 PLYWOOD NAIL PATTERN (ROOF) METRIC THREE TAB 614INGLE$ F.A6HN/3, S' ROOT= TO WALL PREVAILNG WIND 4' X V ANGLE, 26 GAUGE QAL.VAWaD METAL DtREGT10N RUBBER VALLEY A.AbHWQ OVER TOP OR V Si .46TE1 LNG WIPE 26 OAL*ff *ALVAN'ZEO PETAL D T/+ ell ALL NAIL$ MUST PENETRATE AT LEAST M4' NTO THE WOOD DECK NAIL SHiNGLE6 WITH II OR 12 QAIGC "YAN MD MAiL$ WITH 3/6' D1A. HEAD$ ( It REQUIRED A6 60OtiJN W614 L IM AREAS,) NORMAL LLIMD ARRAS MAN41ARO OR HW WiW AREA$ MATERIALS EPIC FICATION6, d• b . i I' UNDERLAYMENT 6HALL CONF TO ASTM 0226, TYPE 1 01% A T6Y1 4"9, TYPE 1 9' DtP064+RH 9' E?pObt,RE � j R ASPHALT SHINGLE$ 614ALL COMJ?I-Y WITH A6MIALT 61-11NGLE$ 6HALL COMPLY TO A6TM 022! OR A6TM 03462 6' MIN VALLEY LiNIER EXTRA MAiL A6PHALT PLASTIC CEMENT CENTER LiNH 6' G.A.R. STANDARD ASPHALT SHINGLE DETAIL PLYWOOD NAILED AS SHOWN Ib DESiCINED TO WIT- STAND MAXIMUM WINO LOAD RATINd OF 130 MPN WITH FA6TEbT SPEED OF 110 eL.00K WINDOW ATTACHMENT DETAIL Si .F6CN i-iEHA3.56AI.25' HAWSER 3 OP 4�01 ANG 40R O��i,T 9 9: a" FROM OF TO P AAL - A L NAIL HOLES A3,01 .WALL W114 MiN. 6' 6lm6r:00ED TO UP AM LS Db x I I /2" TYPKAL IN 3OCp P61 �NGHff*$ raROUT TR�.,SS NAILS - -- - - - - -4 J I I� 1 •: FILLED CELL rTYP) i a" GMU W/ 3x100 F SI L !i ' I GONG . LINTEf/ 6 30 MiN. LAP 30" i I 9L t X '2 0 2 PINE LF..AM LATH CNE LAYER 1/2" COX N CENTER E3M/WALL CONN TYPICAL ELECTRICAL RI VIAGRAM 3 - 21E[ TWNH CU FEEDERS 2" GALV RISER 200 AMP METER SOCKET 150 AMP C] Cn 4 4 CU DRIVEN GROUND RODS 2 EACH 8'E[" APART SINGLE PHA80 ISREAKER PANES. WITH MAIN 2' GALV NIPPLE CONC4qHT8 ENCASED "DEER' ELECTRODE REGIUIRE_D PER ART 250 -50.. 1999 RPM MUST 60 INSPECTED PRIOR TO CONCRHTO PLACEMENT ARKAY, ENGINEERING INC. R14E�R0 L K1DQli�f P� FLOROA 11,1CI643 NW'10r;A 312%, i WERE°jY CERTIiiY 1}i)t? ��IEANE?�,2(PECIGATiON$ WA$ PREP'AE�� 6!e MIS �1 !.I a Mrf oiR. ! EPERVIBION ARE! IN COMPLIANC F OLWA 35"- o 4008 2001 FOR 110 1 LPN f 3 SECQNQ GU(!;R) ul1q 2;fWt�h3 - `30 MPH FASTEST SPUD �r u 0 a1 A �:. SANDPIPER III LAkHYIEIU non GARAGE LEFT Lll � Q -.. LIVING 1269 GARAGE 420 PORCH 6B � TOTAL 1153 6 cAJl► PA40 ?r TO W.,K &TA" PER Ypkti MJJd�AQT.iRJEb IA4bTIZlWO 4 gaRM,l1 000* TO a lmvr of Gpo ATTACH 3!4' F.r. AUGit ORO Ti� At f$ 114! HN4-w uNDTIl t4 MIS Wi? L Alvp 401 -P�ri$ AA fOf1 Y�.Y0$ LOGATIQN ALL t0 MIF,tT W11 LOAD AV CQMPRE661ON t2ATJ IS, FOl3 Y011li JO6 LOCATION. G* d00E! FEtAM3 L,QNO .Ol1 x 1 3.6' r ►{A9.$ MASCitA1H W OQ. /d CA 6G�A,Qt r" TitATS AI.00K WAIL A O t U4 AN� ?1+ER1 .41{N.L CEiLNO IRAFTER KA,- 1 4 WACt ESSTii.fW ftlICK AND ;AM* • w - Ok11�ACAP 60 V1CAT1Q t cl s mw WIND LOAD ooriPR AND 6b1F14N IRAt,WA FOR Y" Joe LOCAtIQH CAULK ODOR FRAME PER YOUR IUINIiFACTUKtEb RL�GO�'li"IRCATTON6 MauMWy ! x s P.T. 6" AMID TOP PLATS 1__ -,_._ Ati'A0480 10 KOC K W.WL 1,60-4 V1' X i' ANCI:IGf3 80LT6 OA &/a X f' oomb}ON GOLtb 4 ZACH 608 AND TOP 24' OG GAAAGE DOOR ATTACHMENT DETAIL @LOCK DOOR ATTACHMENT DETAIL THIS ROOF S ALL OF ITS COMPONENTS ARE DE03NED TO CONFORM TO SECTION 1606 OF 1140 2001 FLORIDA OUIL 0INd CODER FOR WIND LOADS STATED ON PLANS HIP I RiDGE CUT FROM BIMPSON AC6 MAX P06T TO BEAM AW-HOR WITH 8 -160 NAILS TO POST AND 12-160 NAILS TO BEAM 6' X 6' WOOD POST S ABU" W/ Q - 16d COMMONS TO POST - (1) 9/8' X 6" ANCHOR BOLT MUST HAVE 2' MIN CONCRETE EDGIS ON ALL 6 DE CF POST ANC 4CR POST / 13EAM DETAIL STEEL PLYCLIP6 PLYWOOD NAIL PATTERN (ROOF) METRIC THREE TAB 614INGLE$ F.A6HN/3, S' ROOT= TO WALL PREVAILNG WIND 4' X V ANGLE, 26 GAUGE QAL.VAWaD METAL DtREGT10N RUBBER VALLEY A.AbHWQ OVER TOP OR V Si .46TE1 LNG WIPE 26 OAL*ff *ALVAN'ZEO PETAL D T/+ ell ALL NAIL$ MUST PENETRATE AT LEAST M4' NTO THE WOOD DECK NAIL SHiNGLE6 WITH II OR 12 QAIGC "YAN MD MAiL$ WITH 3/6' D1A. HEAD$ ( It REQUIRED A6 60OtiJN W614 L IM AREAS,) NORMAL LLIMD ARRAS MAN41ARO OR HW WiW AREA$ MATERIALS EPIC FICATION6, d• b . i I' UNDERLAYMENT 6HALL CONF TO ASTM 0226, TYPE 1 01% A T6Y1 4"9, TYPE 1 9' DtP064+RH 9' E?pObt,RE � j R ASPHALT SHINGLE$ 614ALL COMJ?I-Y WITH A6MIALT 61-11NGLE$ 6HALL COMPLY TO A6TM 022! OR A6TM 03462 6' MIN VALLEY LiNIER EXTRA MAiL A6PHALT PLASTIC CEMENT CENTER LiNH 6' G.A.R. STANDARD ASPHALT SHINGLE DETAIL PLYWOOD NAILED AS SHOWN Ib DESiCINED TO WIT- STAND MAXIMUM WINO LOAD RATINd OF 130 MPN WITH FA6TEbT SPEED OF 110 eL.00K WINDOW ATTACHMENT DETAIL Si .F6CN i-iEHA3.56AI.25' HAWSER 3 OP 4�01 ANG 40R O��i,T 9 9: a" FROM OF TO P AAL - A L NAIL HOLES A3,01 .WALL W114 MiN. 6' 6lm6r:00ED TO UP AM LS Db x I I /2" TYPKAL IN 3OCp P61 �NGHff*$ raROUT TR�.,SS NAILS - -- - - - - -4 J I I� 1 •: FILLED CELL rTYP) i a" GMU W/ 3x100 F SI L !i ' I GONG . LINTEf/ 6 30 MiN. LAP 30" i I 9L t X '2 0 2 PINE LF..AM LATH CNE LAYER 1/2" COX N CENTER E3M/WALL CONN TYPICAL ELECTRICAL RI VIAGRAM 3 - 21E[ TWNH CU FEEDERS 2" GALV RISER 200 AMP METER SOCKET 150 AMP C] Cn 4 4 CU DRIVEN GROUND RODS 2 EACH 8'E[" APART SINGLE PHA80 ISREAKER PANES. WITH MAIN 2' GALV NIPPLE CONC4qHT8 ENCASED "DEER' ELECTRODE REGIUIRE_D PER ART 250 -50.. 1999 RPM MUST 60 INSPECTED PRIOR TO CONCRHTO PLACEMENT ARKAY, ENGINEERING INC. R14E�R0 L K1DQli�f P� FLOROA 11,1CI643 NW'10r;A 312%, i WERE°jY CERTIiiY 1}i)t? ��IEANE?�,2(PECIGATiON$ WA$ PREP'AE�� 6!e MIS �1 !.I a Mrf oiR. ! EPERVIBION ARE! IN COMPLIANC F OLWA 35"- o 4008 2001 FOR 110 1 LPN f 3 SECQNQ GU(!;R) ul1q 2;fWt�h3 - `30 MPH FASTEST SPUD �r u 0 a1 A �:. SANDPIPER III LAkHYIEIU non GARAGE LEFT Lll � Q -.. LIVING 1269 GARAGE 420 PORCH 6B � TOTAL 1153