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HomeMy WebLinkAbout38645/47 ROSE LN ?' 2 \ a ona' E'ec *r ca' Coc e R.ymnn Canstri,ction Rose Lane 1'i 14th Street All 125 - volt, single - phase, 15 - and 20 - ampere receptacles installed outdoors shall have ground -fault circuit- interrupter protection 210.8(Ax3): for personnel 210.11 In addition to the number of branch circuits required by other parts of this section, at least one 20- ampere branch circuit shall be (3) provided to supply the bathroom receptacle(s). This circuit shall have no other outlets. Where the 20- ampere circuit supplies a single bathroom, outlets for other equipment within the some bathroom shall be permitted Exception: to be supplied in accordance with 210.23(A). 210.12(8): All branch circuits that supply 125 -volt, single phase, 15- and 20- ampere outlets installed in dwelling unit bedrooms shall be protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit. 210.52 A 1 , Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space is more than 1.8m (6ft) (x) from a receptacle outlet. A receptacle installed outdoors in a location protected from the weather or in other damp locations shall have an enclosure for the receptacle that is weatherproof when the receptacle is covered (attachment plug cap not inserted and receptacle covers closed). 406.8(A): An installation suitable for wet locations shall also be considered suitable for damp locations. A receptacle shall be considered to be in a location protected from the weather where located under roofed open porches, canopies, marquees, and the like, and will not be subjected to a beating rain or water runoff. t?' d RCDGE VENT Lrzf=t ELEVATIO RIOGIE VENT RIpGE VENT 19' OH D RIGHT ELEVATION 1/4 11 = 1 1011 IT WILL 9E THE RE61FONOSILITY OF THE CONTRACTOR /OWNER TO PROVIDE DOCUi" IENT6 SNOWING THAT ALL WINDOW6 AND DOORS ON T1416 SPECIFIC JOS MEET THE DESIGN PRE68URES STATED ON PLANS. WIND DESIGN PRESSURE SCHEDULE OPENING POSITIVE NEGATIVE OPENING P061TIVE NEGATIVE (A) 21.20 - 73.00 (1) 20.80 - 21.20 (13) 2L20 -23.00 0) 21.60 -23.60 (C) 20.80 -21.20 ( K) 21,80' -23.60 (D) 21.00 -21.38 (L) 21.20 -21.96 ( E) 20.80 4160 (M) 21.20 -21.96 (F) 21.80 -23.60 (N) 21.20 -23.00 (G) 20.80 -21.20 (0) 21.60 -28.10 (H) 21.00 -21.38 O O � 3 0 , 0 '3 VERTICAL ROCS FROM FOOTIwa9 TO ECND SEAM 4 ' A,1 10' 411 W OIf i 0ti/ (K) 0) (L) '19S $N EGRE88 32/2 8H TEMP 23 8N om I I O O I BED #2 FLAT GEFLI`46 �9 BATH ' I U/ 21 1 011- i ® KITCHEN YAULTEV CEl S'eab _ v � c+l 1 I ca r- OBF 1 F �EII -il I'���JJII €1 c1� c�1 tt O 3 ho IL A 14 cA O I I / \ J cA (�/� DINING RM o 408 VAULTED CElLNGb 1 II I II I 11 � 1 II II 1 tl 2 6 4 a 4 8 5 0 3 9 9 LIVING RM * VAULTED CElLNGb in 7i BED +�i FLAT COLNGb a On a' Otl 1 F+OIIR RRE WALL I jY 1�a aiC'[�t �� �� I FOUR FAA WALL t 3 0 i I WATER ENTRY NEATER REF >G RANGE BED #2 Iq FLAT cEK Gb tL _ KITCHEN YAAT2D CEtLRvGb y1 611 31 cJ,1 I 1 2 {I g1 I T 1 I 1 1 1 I 1 1 1 I I 1 \ I OE3 iv 615R F C� o = D RM 0 dJ BATH 0� O VALXTE0 CEILNGb 1111 21 11 (V = SF cv � 1 211 41 1 .1 12' 9" LIVING RM BED Il N VAULTED CEB.NGb O FLA T CELIN66 F1 2' 6H EGRE88 5 1 4 11 (A) eSL Z X !2 n PiN)£ SEAM WIrH ON6 LAYER Ve PLY WOOD IN CENTER 13' 4" Pr��� 3' O" I, 'srJ 3N I. (B) ENTRY ;I O I 1 4• 1 8!i P80N MSNA3.D /N,13" NAWIER 4 X 4 P.T. PORT bECURED TO LALL UONO V4'X8" ANCHOR &Xt AT ALL SEAM TO 15LOCK LOCAI'ONO. BOLT TO 151 10 8 6' 0 11 3'519' FROM EC<alI OF BLOCK WIT14 MINIMUM 3000 P91 POURED CELL 30,0 '1 FLOOR PLAN 1/4 11 = 1 1 0 11 ALL EXTERIO WALLS ACT A8 814EAR WALLS ARK/ ENGINFERWG INC. r 'JIE\NE ES D 8TR TU L ENGIN Ah PLANS Z R / pA7 E_- SUI! ^tN�i1 DEPT APPROVED ALL \'FORK SHALL COMPLY WITI{ALL RICHAI2 KI Y PR1 vA1LL\G CODES, BUILDING FLOROA LICEN88 1 t0ER 302 CODE, NATIONAL ELECTRIC CODE ANE CITY 0FZEPHYP- SORDNAr CE" I HERISY CERTIFY THAT tl-IM$ PLAINS AND BPECIFICAT10N9 WAS PREPARED HY M9 OR UNCEA MY D:RF t SUPERVISION AIRS IN COMPLIANCE WITH N13 FLDRIDA &JILDING CODE 2001 FOR 50 MPH ( 3 SECOND GUST ) WIND ZONE! - 90 MPH FASTEST SPEED N : �n , �g x h A x 0 d 0 h Z rL ma's LL W jA N Y � a� 4 u A N H uNit •i LIVING 816.0 ENTRY 4 ?.6 TOTAL 858.6 uNit n LivixG 800.0 ENTRY 20.0 TOTAL 820.0 TOTAL 1618.6 PCB OF 4 ARKA7 0 7531 .6 f LINT`: WAq it i Vj4W ftolI aN 'I" WAN CONrIFi t3 U LINTEL p pOWER� AtEEL OOX LINTEL . t t 4,41 Pitt (UN uip) 1010 PLC L -2 986! PLF f LINT`: WAq it i Vj4W ftolI aN 'I" WAN CONrIFi t3 U LINTEL ° POWER` STEEL pOWER� AtEEL OOX LINTEL 4,41 Pitt (UN uip) 1010 PLC L -2 986! PLF 3433 F�LP f UNFILLED) 6626 Pt$ L -2 8830 PLF T' • 8' 2011 PLF 1 UNFILLED) 52" PLR L -2 5349 PLF N 2332 PLP ( UNFILLED 4506 PLF L -2 . 4613 PLP W V UNFILLED) 3535 " ' L-2 L -2 3699 Pv r 1614 PLO l UNFILLED) 3134 PLO L-2 3288 PLF 3' 2' 7139 PI + 7146 PV L -2 2864 6',- 2" 1711 Pv M 1298 PLF L -2 » 2400 PLF « 1981 PLO » 2425 PL L -2 « 2i14 PLF « tQ 1123 PLP « 1169 PLR L•7 M 1213 PLP « 9' • 2 3489 PLF "' ?30 PLP L -2 « 1984 PLF « 10' • O 1354 PLF « 3414 PV L -2 a 1619 PLF « 1325 PLiP L -3 a PT10 F'Lt� 1230 PLP L -2 « 1629 PLO « (� N O 1116 PLF L-2 « 150 PLP « 12'< • 9R 1044 PV « 1116 PLP 5436 PLP « —� !3' 198 P1.F » P 13a1 Pv : W « CL - 1 1364 PLIN 14' - 0' IM PLA » P 1321 ftP L -2 « 6L - 1 r199 PLP « 1152 .o P 1048 PLP L -2 '+ SL - 1 1131 PLO « i 101,E 'PEA P 82$ PLiII` 4.2 » 6L - 1 960 PL.R « 1Q' ' S' 9t1, Pi N P 110 PLP L -2 a SIB - I 893 PLF « 2Q' Q" 916, Pl�i� P 629 PLF L -2 « SL - 1 184 PLF « 2y PtA _p P 523 PLP L -3 « 6L - 1 606 PLP « c - ESEJOT06, RE0Ajt X PLAC.pO IN,POTTOM CQUI28E AND 16, 00jo I°)E'AN POUREp SOLID OT14 1500 1061 CONGRaTE. « f* - p T $ PAE! OTAE66p {J LdNTEE. yJITH 0 9 REAR X C;QNT. PLACED IN 40TTOM CQURSE 1 i0' UEEP 60-AM POURED &XID WITH 2500 PPSI COHGRRI'� 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSEN WIT i 05 HORiZONXAL RWAR TIED TO ALL VE=RTICAL RODS *'4 BOX O TEEL LINTELS OVER ALL WINDOW AND POOR OPE NING6, NO 0 5 REBAR #, REQUIRE© ON BEAMS UP TO 34'O" • WITN NO MORES THAN 6061.88 PLF OPTIONAL, P OWER E 30 LINTEL. DETAIL e" X 8" X 16" KNOCK OUT BLO TOP COARSE[ WITH 1 #5 HORIZONTAL 'All RWAR TIED TO ALL VERTICAL RODE 8" X 8" X 16" KNOCK OUT BLOCK -T— EVER POWER STE EL L WITH - 1 EACH *5 REBM IN THIS COARSE: WP N SPAN OF LINTEL iS OVER 12'4" OPTIONAL POWER 6TIE5L LINTE DETAIL 6" X 8" X 10" KNOCK OUT BLOCK TOP COARSE WITH i M5 HORIZONTAL All REBAR TIED TO ALL VERTICAL RODS 8 pRE0A8T LINTEL BLOCK OVER ALL OPENINGS, i EACH o. 5 REBAR IN THIS COAR8E WHEN SPAN OF LINTEL OVER 5'2" '00TION44,4 WANOARD PRIE0A8T OSTAIL PORfZONTAL LINTEL 0 5 REBAR 1 p HO QK IAF e M - - RE6Ai2 LAI* 6RttltL$ cA 11b No L1AI'yII.ITY itarl� grrD THJ21Ot2ET lilA AtO OFF04 AE64haq koH A!-�. Cf�JM9i LOSSE4� At�Q # ATfQX, ARi91E9C{r Gut bl! R6U1- TITSiN TFI y fi g T} 1 ? 1> { � / � , A , l t }i � ATT i iP � l3 p iQ � ViDIIE kilt FAA 49 6i 6TR T10N WILL Not kilt L FO f ►'AI,..,� T 1/2' COX OR 1116' 060 ROOF SHEATHING NAILED 6' OC ON ALL EDGES AND IN THE FIELD WITH 80 NAILS,, USE ST EEL PLYCLIP6 AND 615 FEET WITH SHINGLE$, RIDGE VENT AS REQUIRED USE (1) S HETA20 TRU66 STRAP POURED IN LINTE AT ALL TRUSS ESEARING LOCATIONS DtCEPT AS NOTED ON TRUE$ PLAN. FILL ALL NAILS HOLES WITH lOD X 1 1/22' NAILS EN6 VEERED ROOF TRIU88E8 24" CC MIN R -22 INSULATION M ALL ATTIC AREAS 2X4 OR 2X6 WOOD 8U0 WITH v 1/2" CEILING TYPE GYPSUM BOARD ALUMINUM SOFFIT AND FAC$1A TRIM 6E9 UNTEL CHART SINGLE BOND BEAM WITH (1) 0 0 REBAR CONTINUOUS TIED TO ALL VERTICAL ROD$ ALUMNI B.H. WINDOWS 3/4" P.T. FURING WITH 3/4" TUFF R INSULATION BOARD AND 1/2' GYPSUIM MASONRY SILLS TYPICAL 4' CONCRETE BLAB WITH WIRE MESH OR F115ER MESH AND 6 MILL V18QUEEN OVER O BLOCK WALL 8'O" IN HEIGHT CLEAN COMPACT TERMITE TREATED BOIL DECORATIVE CEMENTITOUS F(N18H 16 X 12' FOOTINGS WITH (2) #S REBAR ON CHAIRS 0 5 VERTICAL RODS FROM GROUND WIRE TO FOOTINGS TO BOND BEAM FOOTING REBAR WITH 24" LAP MINIMUM BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE 8 0 BLOCK WALL. DFStAIL. NOT t0 SGAL5 6EN FLc PLAN PORCH 6LAE3 --------------- Y- a a A PRE -ENG, TRUSSES SIMPSON Wo W /8-8d TO TRUSS 1 TO BEAM SIMPSON AC4 MAX POST TO BEAM ANCHOR 8- 160 NAILS TO POST AND Q -160 NAILS TO BEAM 4' X 4' P.T. WOOD POST SIMPSON AOU44 W/ 12 - 16d COMMON$ TO POST - (1) 5/8" X 6" ANCHOR BOLT MUST HAVE 2" MIN CONCRETE EDGE ON ALL SIDE OF P06T ANCHOR 12' X 24' X 24" PAD WITH 3 EACH •5 REE3AR EACH DIRECTION. CENTER PAD ON POST P06T / BEAM DETAIL 4' CONCRETE 5LAB N1N. 2500 P81 OVER TREATED COMPACTED FILL 2 - REBAR ON CNAR8 $° HLOCK WALL NO VERTICAL REBAR r N FIRE WALL MONO. iNT BEARING F=OOTING DETAIL O ■ O cA 9 an' n" FOUNDATION 4 FLrUME31NG rLAN 1/4 11 2 1 ALL FIXTURE LOCATIONS MUST BE VERtFED FROM FLOOR PLAN AND 'S THE RE6PON6 BILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURE$ IN CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER OF RECORD. ARKA*v'1 NC"D,4Wk?4G INC. 3t f RJCHAZgD L KIf-D Y P. FLOR LICE N611 MR 31296 i HEROY CERTIFY THAT THE69 PLAN$ AND $PEGIFICAtIONB WA6 PREPARED 15Y M$ OR LME q MY D1REGt 6UPEERYI6ION ARE IN CONIPLIANG$ WITH tH{2 FLOkIPA E3UIL.DING CODE 2001 FC14 50 MP14 ( 3 SECOND GU8t ) WIND ZONE - 90 MPH FA9TE6T BPEED 0 ti tV Z a 0 ti O N � N 2 W V r N � s IL ul tQ 4 Q � (� N O z Q Q V� 1 . z m v N UNIT •i LIVING 816.0 ENTRY 42.6 TOTAL 858.6 UNIT 0 2 LIVING 800.0 ENTRY 20.0 TOTAL 820.0 TOTAL 1618.6 2 OF: 4 ARKAY N 703 7� V v �1 p, L T1 � L "'LAN 1/4 10 TH$ TRICAL" DRAWING$ ARK NOT A 6TRWAPAL PART Op ORAWING6 AND MA VARY IN FIELD WITHOI,IT APPROVAL FROM ENGINk fA op REG4RD s 4 Gl,F 11 , tA'IP fiAN + r -. TNt o lG�1l�' ceml 8 NO L�(Al N1 ' M � TH � 0h01*E !AT�`ORkipY *10) ARIQF� O>a � OR R .f M(! FR RpAITN Att t TO, 4 0yom pit*o FRON6T1'ZotloN y RYA! rtp tN>3 Die w� 6 NOt 8 Is C tAa� FOA COO OF RP( IR Old D?? fA Tl�ua WO OACKNAIL W/ (2) '6D NAI 2X4 OUTRIGGERS AT 24" CC CONNECT OUTRIGGERS TO GABLE WITH $IMP80N H2.3 2 X 4 WEB BLOCKS NAILED IN BETWEEN WE138 WITH (2)'60 NAILS EACH END LATH '�-- (6) '60 NAILS AT EACH END NAIL TO 2X4 2 X 4 ANGLE BRACiNG AT 48" Or- ALONG GABLE END NAIL ENDS TO 2 X 4 BLOCKING LLE0 BLOCKING WITH (2) !60 TOE NAILS NOTE: NO DROP GABLE NEEDED tL'kr:N OVERHANG :6 I2" CR LESS MAX. 24" OVERHANG I / I NOTE: NO L 13RACiNG RE-01RED LINEN N n PEAK OF SABLE i6 4'0" OR LE&6 L BRACING TO EXTEND AT LEAST W % Tc� OF UEB LENGTH ( 8EE TABLE A00 STEP DOWN GABLE TRUSS WITH ONE LAYER 1/2" COX 6PEATHING OR 1/'6" 060 NAILED 4" OC WITH 8D COMMON NAILS �\ ATTACH BOTTOM CORD OF GA13LE TR1.8& R TO 2 X 6 PLATE WITH !61) NAILS 6" Or- 1/2" GYF6UM WALL BOARD 2 X 4 NAILER ATTACHED TO BOTTOM CCRD OF GABLE TRU66 AND COMMON TRU66 WITH 2 EACH I20 COMMON NAILS AT EACH UPRIGHT MEMBER OF GABLE 6TW 6PACiNG L- BRACING NO L- BRACING (2) 2 X 4 L BRACING (2) 2 X 4 L BRACING t2) 2 X 6 L BRACNG N 16 H 0 4 3 N 4 TO 8 O N u 8 O - I2'O p u ;2 ;O N 70 l4�0" 14 11 10 O-0 TO 40 p 40 TO 10 ' 10 TO 100 100 O O MIN 2 X 6 P.T. PLATE WITH 1/2" X 8" ANCHOR BOLTS AT 24" OC, GABLE END BRACING DETAIL / I TYPICAL ELECTRICAL RISER DIAGRAM Y GAL RI6ER 200 AMP METER 60CKRT 3 - 2/0 tHNN CU F EEDER$ AI iP r d SINGLE PHASE BREAKER PANE. 1JITH MAIN 1 CU DRIVEN GROUND ROD$ 2 EACH 8'0' APART 2' GAL NIPPLE 1 2liv GONGR &TRE ENi0, "LIFER' F140TRODL R IRE PER ART 250 -W., F- MUST 155 INSPECTER TO CONCRETE PLAT -W5NT N AGCORDANCK WITH CHAPTER 471.003 (2) (I) OF THE FLORIDA ADMIN- bTRATIVE CODEe ELECTRICAL PL"INO Al 110 MECHANICAL 6Y6TEM6 BNALL ME DE61GNW MY THE RESPECTIVE CONTRACTOR TO KEW ALL APPLICABLE COOK& THE ELECTRICAL., PLUMDLNG AND MECHANICAL 6Y6TEMS DRAWN HERON ARE BAOR U:>ON A DE61GN PROVIDED MY THE OWNER TO ADORES& H16114ER REQUIREMENT&. ALL ELECTRICAL OU LET6 IN MAtWOOH , WCHeX (WITHIN 6' FE#1 OR 6NK6), GARAGE AND AT W(TER1ON LOCAT1646 &HALL ME WIRED INTO A GROUND FAULT INTERRUPTER "GH' C,RCUIT ALL ELECTRICAL OUTLETS IN 15WROOM6 1 FtXTURE6 6HALL ME WIRED INTO AN ARC -FAJLT INTERRUPTER 'Ari giRG11I1 6MoKCt OHT'EGTOR$ SHALL ME PLACE IN gACL4 l5EDRooM AND IN HALL WAY AREA6 ADJACENT TO OWROOM ANa 0114Elt LIVING AREAS GROUND WIRE FORM RE15AR TO ELECTRICAL PANEL PER KF-C. MECHANICAL ANICAL FLAN 3/16 11 2 1 I^ECHAN'CAL CONTRACTCR TO PROVIDE A RATt. RN AR MECHANICAL Coh"AACTCR '.0 VERFf All OUGT GRILL FOR ALL THAT HAVE A LNOALANCEV AR AND 'j &M THE I-ECPWOOZAI_ CRAWWGS ARE FLOW PER F.M.C. 601.4 C!R I. CaT DOCRB NOT A ST9- C'VRAL PART OF CRAUM&S ATE MAr VARY N F EQD WITHPrt APPROVAL FROM EW4NEE;R 01' RECCRU 30' O" ROOF TRU8 FLAN 1/4" 2 1 ARKAY ,EWxfNEERM INC. L ' 1 3 , RICHARD L. KIDrJa P.t: ,l FLORIDA LICEN6E � 312136 I HERBY CORTIFY THAT 714E4111 PL,*y$ ANO 6PECiFICAMN6 WA6 PREPARW BY moon t Nt MY OiAwt SUPERvISION A1QI3 IN COMPLIANCE WITH " FLO OUIDI cOD13 2001 FOR 110 MPH ( 3 SECOND GUST ) WIND 1ONN - LSD MPN FAM-61 6PEED 13 V N Z NNN w Yl Z O G'1 2 � L. w 4 � © W V 0 cIl LL L � "• N V �A r 1i. u 4 Q � A (� N Z 0 �u z Q v� nn No V x o � � N UNIT 0 1 LIVING 816,0 ENTRY 42,6 TOTAL 838. UNIT 0 2 LIVING 800.0 ENTRY 20.0 TOTAL 820.0 TOTAL 1618,6 3OF4 ARRAY 7631 ELECTRICAL LEGEND G. v v ll�lJ 220 v GROUND FAULT � REGEPTACL![ $ SWITCH A F.I. 110 v ARC FALLT RECEPTACLE lI0 V WP 110 v CEILNG FAN �{ WATERPROOF OUTLET IOV LIGHT CAN affi CEILING CEILING FAN W/ L' 'GHT OR WALL (TYP) SMOKE 0 CAW aALL "PARE 011TECTOR ELECTRICAL PANEL 110'/ 50 GFM'6 MATH FAN O WALL &CONCH aATH FAN LIG1T C01 cl tELh^ ✓i810N ®1 FLUURE&CENT FD(TURS EXTERIOR VOL FLOOD PHONE N AGCORDANCK WITH CHAPTER 471.003 (2) (I) OF THE FLORIDA ADMIN- bTRATIVE CODEe ELECTRICAL PL"INO Al 110 MECHANICAL 6Y6TEM6 BNALL ME DE61GNW MY THE RESPECTIVE CONTRACTOR TO KEW ALL APPLICABLE COOK& THE ELECTRICAL., PLUMDLNG AND MECHANICAL 6Y6TEMS DRAWN HERON ARE BAOR U:>ON A DE61GN PROVIDED MY THE OWNER TO ADORES& H16114ER REQUIREMENT&. ALL ELECTRICAL OU LET6 IN MAtWOOH , WCHeX (WITHIN 6' FE#1 OR 6NK6), GARAGE AND AT W(TER1ON LOCAT1646 &HALL ME WIRED INTO A GROUND FAULT INTERRUPTER "GH' C,RCUIT ALL ELECTRICAL OUTLETS IN 15WROOM6 1 FtXTURE6 6HALL ME WIRED INTO AN ARC -FAJLT INTERRUPTER 'Ari giRG11I1 6MoKCt OHT'EGTOR$ SHALL ME PLACE IN gACL4 l5EDRooM AND IN HALL WAY AREA6 ADJACENT TO OWROOM ANa 0114Elt LIVING AREAS GROUND WIRE FORM RE15AR TO ELECTRICAL PANEL PER KF-C. MECHANICAL ANICAL FLAN 3/16 11 2 1 I^ECHAN'CAL CONTRACTCR TO PROVIDE A RATt. RN AR MECHANICAL Coh"AACTCR '.0 VERFf All OUGT GRILL FOR ALL THAT HAVE A LNOALANCEV AR AND 'j &M THE I-ECPWOOZAI_ CRAWWGS ARE FLOW PER F.M.C. 601.4 C!R I. CaT DOCRB NOT A ST9- C'VRAL PART OF CRAUM&S ATE MAr VARY N F EQD WITHPrt APPROVAL FROM EW4NEE;R 01' RECCRU 30' O" ROOF TRU8 FLAN 1/4" 2 1 ARKAY ,EWxfNEERM INC. L ' 1 3 , RICHARD L. KIDrJa P.t: ,l FLORIDA LICEN6E � 312136 I HERBY CORTIFY THAT 714E4111 PL,*y$ ANO 6PECiFICAMN6 WA6 PREPARW BY moon t Nt MY OiAwt SUPERvISION A1QI3 IN COMPLIANCE WITH " FLO OUIDI cOD13 2001 FOR 110 MPH ( 3 SECOND GUST ) WIND 1ONN - LSD MPN FAM-61 6PEED 13 V N Z NNN w Yl Z O G'1 2 � L. w 4 � © W V 0 cIl LL L � "• N V �A r 1i. u 4 Q � A (� N Z 0 �u z Q v� nn No V x o � � N UNIT 0 1 LIVING 816,0 ENTRY 42,6 TOTAL 838. UNIT 0 2 LIVING 800.0 ENTRY 20.0 TOTAL 820.0 TOTAL 1618,6 3OF4 ARRAY 7631 i►. NMAl NOT 15: i!6 ELL ILDiN4 M49 Of0i DE6IGNE0 TO GONFOW TO T148 FLORIDA BUILDiNG Coca 2001. APXAYf Aw4 Nuj*jNG INC, A Res ?etERE L TEE IBED, F1.ORK?A PROFE64 9TRUCT1,0AL, E1GiNF RNr3 d HA6 APP! )E ? ' RAtIONAI ANALY616 FOR STRUCTURAL dESIGN OV TH!4 60ZLICTI,iR9 T141I ft1 L Va+3 f tNCLUDWG COMPONENTS AND CLADDING$ SMALL 1511 DESIGNED FOR NO FOLLOWNG 6UPE klPOSED LOAf39 WE LOA06 • 40 PAP, DEAD L6406 - 10 P.6.1s, GARAGE 6LA.H+ L.EY11 LOADS - 80 P.O.P. DEAD LOADS - 10 POP, ROOFS WB LOAD* (tRU0 TOO CORD) - 20 B.B.P. DEAD LOAC6. (TAM TOP C)00) • b P-6-P, 16 P. 0.0. WHEN TIL O ROOF INSTALLED L,IVB kO (TRUSS aoirvM CORD) - IG P.$. WiND� A66uMFO Tt4U88 SAO WEIGHT ( DEAD LOAD) . 1 P,$.P. QUWNG 16 DE$WiE•p TO CONFORM TO A6011 1 -38, CHAPTER 6s PER FLORIDA BUIL ONG Coon 2001 I6gCTION 1406.1.1 WIND DEOW A66UMPT10N8s %;LONG E!�XP0OWP - 13 LNUW NO; "OATANCO IlACTOR - LO ( CATEGORY U ) MEAN ROOM HEk41Nt 30' CR LEE* 1 {E1CtMt i E' PQrItURlE Ap, irl- lF1•t1$ COEFFic-sw • to ENCL.Q6ED PJF I%.QANG NtlU2NAL: �'f2E;�4f?11 GOF3�iCIC..t' lT . • / • 0.18 0E$ WIND 6fUp (NfORMAt1014 6TATED ON PLAN$ TYPE 3 'CON6TjkV�,'rQN $OI 13014IN43 4 COMPACTION: . NESS FNAN9 WWS DRAWN l;4A8€O UPON AN ALLOakOI 4 40h. 15EAR11Nfb CAPACITY OF 2000 P,$ :L*( Mtt H M ) Ng CONTRAOTO"RopEnTY oWNNERR IS RESPONSIBLE FOR vERiFXING THAI' 1140.SOIL- ON THS SITS• 16 PROPERLY OkPARW AND COMPACTED SUCH THAT IT CAN SUPPORT A 2004 P.6.P: FU 40AttON LOADING AF.KAY 1 NGINLXRM4 INC A R115016TERE0 L.KEN8E0 FLORIDA PROFE481ONAL STRUCTURAL P 41NWkNO 'COMPANYiI 096 4NED THESE F0i00At1ON6 WITHOUT VI SITNG T1411 CONSTRUCTION NTS NdA PERFOR?ING ANY 661L TESTING ARKAY PKJD -EKING INC SHALL NOT BA RESPONSIBLE FOR T1411 SITE SOiL ABILITY TO SUPPORT NO M4.001 LOADS FOUNQATiON 4 8 o4s + ON- GRADE NOTES BUwINJ SIT* 6HAU. Off 4CRAPE 0 TO RF. IOVS ALL ORGANIC MATE3R1AL6•. ANY ADpIt101JAL FILL PL.ACEp ON THE*. OUiLDING PAD AROA, 4HAL.L BE COMPACTEP OV-N TV,4T IT CAN A0401ATRLY SUPPORT A 2000 P.B.P. FOUNOXION LOADING. 6L,AB $HALL 15,E PL.AC11 OVO$ A 4 MiL VAPOR BARRIER ON CLEAN A06MATE LY COMPACTED AND To*"IIT11 POi60NF,D SON. CONCAV-9 U`1` T•H , FOUNDATION AND SLAO6 6HALL HAYS A MINIMUM 28 DAY COML�RI �B('rE 6TRE+3T14 OP 2WO P.S.P. RENFQR ING1 6TREL SMALL Oil WADS 40 MINi'MM ANp IpR IFIEP iN ACCORDANCO UT14 ASt'i'1 A -66. PP 60L.Ic ctt% W1-IEREE RC 4HALL 611 A MUNIMIUM OP 26' FOR 1 e3 REt' A , 30' FOR 0 6 REOAR 1 33' OOA 6 1 REOAR PLANS ARE ENGINEERE O FOR A MAXi1JI 6TE�'EWALL HEIGHT OP 4 COURSE$ ( AfT'E R FINN. Sit GRA OM) Nlf GONIRACTOR QR OUILDING GtlINER $HALL DETERJ-1N13 N11 IV AQT 0* 1400HI IJAOS UPON BITE CONDITIONS PRIOR TO POUV4 TPS FOUNDATION AND COTACT ARKAY ENG1N1<FR14 WHEN MORE T1 -IAN 4 COURSE ARE RE MIAW A FOUNDATION SURY15Y OHALSl• Of PERFOI;WW AND A COPT' 0 TWO 6URvlFs f SMALL 04 ON SITE FOR 7144 OW11i .W6PE:GT�� U0 , OR A" PROPERTY MARKERS SHALL 1511 1T3<PO6E o AND A 6TAI) 4 6TIRECCTE 0 FRO•f M' A RkER TO MARKER TO `.(p;ZRY RMTAEO SET E ACK6 MAOONRY UVALL01 COrrCPAT$ M%$QNI�Y. *J L! Oil! WaLow UNT MA$ONRY BN ACCORDANCS uNTH A&TM C -w AN6 "•. HAVA HlH P'M MORTi> #)A1j..CONFON4 TO A4 TMOi. -rO ANL3 SMALL ON EJ114ER TY PE M OR 6 REtNFGFtC QTEEl. 4 *RA6111 MINIMUM AND IDENTIFIEQ M ,ACCORDANCN tUIfiN AST" -$13. LAP= WL41 It J Eli 6HALL 1511 A M NIMUM OF 25' FOlk -5 REOAR 30' Ft's ►6 E�',aR ANt3 3'S FOtR � R1 GIROUI` FOR Two 000keO r,46 AND l,wtE $SHALL HAVE A P?AXIMUi -t CouR6t AG4REGATEE 41211 OM .w I0`AT;6 11 INCH SLUMP AND HAVO A MIAA All 26 DAY COMPRE66EV$ STl�tQNGTH OF 2000 P.8 WHEN ( WH tt6tEO PER A691 C-10i9 ) ZWo QVp I afm O1)' O PINW46 t n � lK ) M CELLS CONTAINING SPLICE) REINFORCE MEN WHENN ol F�EUR EXGE 11,•1 FEW 14 HEIGHT ROOOIN.G 4 FLA6NIN*6s g0�11JCE1 �1fQ?EF Atha R,A6�aNJ4 A6 6TA N KLANO MU614ONFORM TO CHAPT9A 4 OF 71411 FLORIDA iLDMdr t� 200L FLAQi -EIT4U 6P 4IE=kt TION 0t3.9 CONTRRACTOR OR OWNER MU6T PROVIDE uIiTH , FIO PR0054t IWAHATiON AILING iN6tALLAtioN OF PRODUCT TO MEET WIND DESIGN6 DIE TNIb 4�[t OP DRAyItNC�. . TIM691 MA TtWALO1 ALL TiMI0 Q6 MAT EIR1464MALL 1'm A$ FOLLOWS, l.YLr 4HAL L. (i.9P) MCA! Li @TER Lvb MATERIALS r1ANLIFACTURED HY TRU89 J016t f u!IC 11 v M{ LUMEN, f! I )' ITV0M PL.AfK TOP PLATF6 P061, 6TUD6 PACK81 AND 1511AM6 61.441 i+0 Ys PINS (OR ESELngk) 10090JQAV INTERiOR LQAO a�RNG .dT1UgQ 04ALL i°/8 h SPRUCE ( 00 MOTTEW A•¢1.-G� 9%06 ii A* t E* "ono GRADEEt' SPR ics OA "S 16' 00. ALL SiPLICE6 AT TOE* tit MUO " MINWU4 4'0' AND NAN 0 4' OC WIfW 126 COMMON NAILS P% f o6t SHALiI,, Be (!.8*) PARAL CAM Pb� MATEERIAILS MANUFACTURE$ 15Y TRU68JO16T MACMN..l4N (OR owAv. sm Po6T 6UP0ORT TAfts FOR LOAD VALUES. O (TE; W4 UJA"6 SHAH. ON GON6tfzrr <q WITH V2' PLYWoOQ OR V16' O.$.B. ( 2-M-W RAtNG) NAILED WIT) ' 00 RAILo 6PAGg At V GC ALONG ALL HORIbONTAL JOINTS AND EDGES, 6' OC ALONG ALL VERTICAL J011LT6 A Q?GF.+'I `AN�. iZ OC ALONG AL.L INTERMEDIATE DIATEI STNS At OPE'tNI b '!f0'� W)D ` OLR LARGER 6TE3AP NL'.ADER BEAM TO TWO HEADER 61,09 WITH (2) LISP OR $1MP6ON l tA24, @ T1E6 At fxAC}( ENO OP WPADE A BEAM. ANCHOR BOTTOM OP waADEE3[R STUDS TO FOUNDATION 4T14 OF 04 61w9Qt {. H?tlai TE�910t1 TIjL I, INTER OI j 3?. WAl,j, - TO 011 .01% ? K 4 E'P?RUG# OR lESEEttER WITH $INGL11 Z X4 P.T. PIN14 T�'Q)7 Atp! *0 bWGL$ � X 4 02 6PRUG11 TOP PL-ATJI WITH 6TUDS SPACED E�tAjUMUM 24 OO. , 111ALILO 1014AYS try' qkY 0i iWARO EACH 610K WITH WALLS AT 4AAA44$ TO RAYS MiNMUEi-13 -q INQUlAtloN ;QR SHEAR, u)ALLE! &OGMENT9 TO FWVAT)ON WITH Olee$ON LTT200 TENSION TIN AT EACH l 1p OF! _ S Ca IE To AND At ANY WALL 6EGME]NT INTERewi t10N ( BUILDING C014Ni6) ALL. F k 1190, d TEAL AND MECHANICAL. ROUGH NO MOT ON COMPLETE, FN6PECTED AND APPROVED f JOEL T4} REQUE TAJ4 TIC FPAHNO N61 ECTION. iM 0061RW, K OWYALFOIT C(Q* T ORE! MA DE BY ANOTHER SUPPL MAY 69 USED iN ftAGEIF OF THE '4 Uw OR. $1tUIPdON 66we06k$ O a Nc ceIprr.ur X Ti Q leRi a r>� LEq� ,itY r aN, AGt3i t4 +#... tl�f UEI D4?GNER FR0M� Ma, LO AE�b ( � 'ktt� . Al J" OUfOR OR R .tN- Qii 1149 PRQJEGT• C NO 1 ► � _ I T� A41TR J' TG F90, V*QR F*Ellll CQN6T(a`4,1jIT1ON * GE61G� WILL: NOT 14 VAOLR F CG OIE 6t OF , ` � to • y . 601L TERMIT13 TREWMENTt WITIAL SON. P0160NING TREATMENT SHALL 1511 DONE AFTER ALL DXCAVAMN BACKFILLING 1 COMPAC ARE COMPLIFT3 (PER FBC 1816.1.1) ANY SOL 016TW 6,W AFTER TWO IN I TIAL TREATMENT $HALL ON Rif TREATED ( INCLUDING ANY 60)(M OR FORMED AREA$) (PER FBC 18161.2.) BOXED AREAS IN THE CONCRETTs $LAS FOR INSTALLATION OF TRAPS SHALL 59 MADE ON PERMAMENT METAL OR PLASTIC FORM$, PERMAMENT FORM6 MUST BE OF AN ADEOJATO SIZE 1 DEPTH TO ELIMNATS ANY 0167WMAW -3 OF THE SOIL AFTER THE INITIAL TREATMENT (PER FMC 1816.0) A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, R11 TREATMENT SHALL BE PX-QUIRED (PER FBC 1816.L4) ALL 13ULDING6 ARS REOWRED TO HAVE A PRO CONSTRUGTION TERMITE TREATMENT (PER FMC1816,1,1) AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FiLL MUST BE REMOVED FROM 15ELOW AND WITH IN re OF T1411 BU THIS SMALL INCLUDE ALL GRAD11 6TAKE6 TUB TRAP BOXER, FORTIS, 6HORING AND ANY OTHER CEL.LULO611 CONTAINING MATERIALS (PER FBC ZW3.L3) NO WOOD VE-GATATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL 1513 BURIED WITHIN I6' O' Of ANY BUILDING OR PROPOSED BUILDING (PER F0C 23031.4) ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST 118 REMOVED PRiOR TO EXTERIOR SOIL TREATMENT (PER Fee 18:6.1.3) EXTERIOR SOiL. TREATMENT MUST 1511 APPLIED UNDER ALL D(rERiOR CONCRETE OR GRACE WITHIN 12' 00 NO STRUCTURE SIDLE WALLS (PER FBC 1816.1.6) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL all INSTALLED AFTER CON6TRUCTION 16 COMPLETE ( INCLUDING LAN06CAPING AND IRRIGATION) ANY SOiL 0I61tURBED AFTER THE VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FMC 1816.1.6) IRRIGATION / SPRINKLER 6Y6TEM6 INCLUDING; ALL RISERS AND SPRAY HEADS SHALL NOT 155 IN6tAl I WITH 12' OF NO dULDING SIDE AL.L.6 (PER FMC 1803.4.4) CONDENSATE AND ROOF DOWN SPOUTS 016CRARGiI AT LEAST iV AWAY FROM THE BUILDING SON WALLS (PER FMC 1603.4.4) NO 016TANCO FROM THE EXTERIOR WALL COVERING ( ED(CEPTIONSo PAINT AND DECORATIVE CIEMENTITiOU6 FIN16H LESS THAN 819' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FiNAL *EARTH GRADE SHALL NOT BE LESS THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INF56TAT10N6 (PER Fee 1403.1.6) A ' CEATiMATO OF COMPLIANCE' SHALL 011 ISSUED TO THE BUILDING DEPARTMENT BY A OCENBED PE6T CONTROL COMPANY BEFORE A ' CERTIFICATE OF OCCUPANCY WILL 1511 166UED. THE CERTIFICATE SMALL 6TATF -s (PER FOC 18130.1) " T1411 &JIL..DNG HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 6WTERRANEAN TERMITES, THE TREATMENT 16 NAC 01QOANG11 WITH THE RULES AND L1116 OF T14$ FLORIDA DEPARTMENT OF AGRICULTURE AND CON6UMER6 SERVICES A PERMAMENT SIGN THAT IDENTIFIES THE TE IV11TO TREATMENT PROVIDER AND NEED FOR RE INSPECTION AND TREATMENT CONTRACT RENEWAL 614ALL ON PROVIDED, THE SIGN SHALL. 03 P06TED NEAR THE WATER I4ZATER OR ELECTRICAL PANEL (PER FBC 104.26) TRUa8E8( IF "CONTRACTOR , T'RU66 MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE M46 6Y6TEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY L7NGNEERIN0, INC 1$ RI"G)tUIRED TO REVIEW ALL FINAL. CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OR TWO PROJECT EXTERIOR WINDOWS 4 DOORS: ALL EXTE RIOR WINDOWS 1 GL.A66 DOOR& OR ENTRANCE DOOR 6HALL 011 TESTED N ACCORDANCE WITH AN61/ MMA/MiAIK)A i01/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CE•EARACTERI6TIC6 AND APPROVED PRODUCT TESTING ENTITY ALL MULLION& AND ADJACENNt OOORNANDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER L5 TIME:& TH8 DE61GN LOADS TO THE ROUGH OPENING SUBSTRATE INSTALL ALL WINDOWS AND DOOR A66E HOLIES PER THE MANUFACTURE ANCi RECOMMENDATIONS TO AC 416VIE THE DESIGN PRESSURES 6PECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCOROANC,11 WITH CHAPTER 411.003 (2) N OF T1411 FLORIDA ADMINiSTRATIVE C ELECTRICAL PLUMBING AND MECHANICAL 6Y6TEMO $HAL.L 1.8E DE61GNED BY THE RESPECTIVE CONTRACTOR TO M,l:BT ALL APPLICABLE CODES. THE ELECTRICAL, , PLUMBING AND MECHANICAL 6Y6TEM6 DRAWN HERON ARS MA6O UPON A DE6k'xN PROVIDED THY Nit OWNER TO AMRE66 Hl$/HE7R RE QUiREMEEENTB. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR 61NK8), GARAGE AND AT EDXTE7RIOR LOCATION& SMALL BE WIRED INTO A GROUND FAULT NTERRUPTER 'GF1' CIRCUIT ALL ELECTRICAL OUTLETS N BEDROOMS 1 FIXTURES SMALL 153 WIRED INTO AN ARC -FAULT INTERRUPTER 'A04' CIRCUIT 6MOKNI DETECTORS SHALL 1511 PLACE IN EACH BEDROOM AND IN MALL WAY AREAS ADJACENT TO BEDROOM AND OCHER LIVING AREA6 16AP13TY GLAZINGz NO FOLLOWING SHALL 65 CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING (1) GLAZING IN 6WNG DOOR6, FIXED AND 6LiVING PANEL OF SLIDING DOOR$ ASSEMBLIES (2) GLAZING N DOORS AND ENCLOSURES FOR HOT T1UB$, WHIRLPOOL&, SAUNAS, $TEAM ROOM6, BATHTUBS AND 6HOWER6. GLAZING iN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS W14EA11 THEl BOTTOM EDGE OF 1411 GLAZING 13 LESS THAN 60' ABOVE T1411 DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL. ADJACENT A DOOR WHERE THE NEAR56T VERtiCAL ERGO 16 WITHIN A 24' RADIUS OF T1411 DOOR IN A CL06E O POSITION AND WHO63 BOTTOM EDGE 16 LE66 THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE- OTHER THAN two$* LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEENT6 ALL OF 7411 FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 Sa. FT, (B) BOTTOM EDGE LESS THAN 16' ABOVE T1411 FLOOR (C) TOP EDGE CRP -ATER THAN 36 ABOVE THE FLOOR (D) ONE OR MORE WALKING SURPACE6 WITHN 36" HORIZONTALLY OF NO PLANET OP two GLAZNG DRAPISTOPPING: iN 61ENGLE FAMILY DWELLING* DRAFT6TOPPING6 644ALL 1111 PROVIDED ( PARAI.J RL TO " MAIN FRAMNG MEMBER$) M FLOOR / CEILING ASSEMBLIES SEPARATING U6EAB1_E1 $PACE$. DRAFT6TOPPiNG SMALL 1511 CONSTRUCTED SUCH THAT TWO FLOOR / CEILING A88EMBLAY IS BROKEN UP INTO TIWO OR MORE APPROXIMATED AREAS WITH NO AREA GREATER THAN 300 6QFT. ATTIC ACCESS: ATM 6PACE6 6MALL OR PROVIDED WITH AN.INTERIOR ACCESS OPENING NOT LESS THAN 71'X36 ACCESS OPE NNG SHALL 1511 ACCE661BL8 AND PROVIDE WITH A LID OR DEViCE THAT 16 EASILY REMOVED OR OPENED, WHEN MECHANICAL EQUIPMENT 16 INSTALLED IN TE411 ATTIC, IT SMALL 611 INSTALLED IN ACCORDANCE WITH MECHANICAL COD!. ACGE66 IS NOT REGiUIRED WHEN T1411 CLEAR HEIGHT OF THE ATM SPACE, MEASURED At 11411 ROOF PEAK 16 LESS THAN 24 2 X 3 CUT TO FIT BETWEEN TRl.68E& ANC TO BLOCK WALL WITH 1/2" X 3" ANCHOR BOLTS 32" OC NAIL TRUSSES ALONG BOTTOM - CCRD WITH !2D COMMON NAILS 12" O: ROCF TRt.2$E8 R -i9 i�*&JLATtON (TYP) 1/2' GYPSUM CEILING BOARD 3/4" P.T. PiRiNG STR P AND I LAYER 5i3' TYPE X CRYWALL EACH 8CE OF BLOCK WALL AND ON ROOF TRUSS ABOVE FROM FLOCR TO BOTTOM OF ROOF BREATHING ABOVE (2) 08 REBAR ON CHA,R8 (TYP) 1/2" GYPSUM CEiLwa BOARD 3/4' P.T. "iNG STR.P AND I LAYER 5/3' TYPE X CRYWALL. EACH BADE OF BLOCK WALL AND ON ROOF TRU88 ABOVE FROM FLOCR TO 3OTT0`•I OF ROOF BREATHING ABOVE 1 5 VERTICAL ROCK A8 IQ SHOL'N ON FOUNDATION PLAN \ 111 11 IA (TYP) 4" CONCRETE 6LAB 24" 1 HOUR BLOCK FIRE WALL DETAIL PLYWOOD NAIL PATTERN (ROOF) PLYWOOD NAILED AS KNOWN 1$ DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF 130 MPH ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT 1$ THE MINIMUM WIDTH - OF DOOR FRAME USING .09'1X1 3/8" T- NAILS MAXIMUM 10" CC, CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS L ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT 1$ THE MINIMUM WIDTH OF YOUR WINDOW FRAME USING .Oal X 13/8' T- NAiLS MAXIMUM 10" OC CAULKED WINDOW PER YC WINDOW MANUFACTURES S RECOMMENDATIONS TO M LOAD AND COMPRESSION FOR YOUR JOI3 LOCATION SECURING WINDOW TO BUCK STRIP$ PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4' AND THERE SHALL BE A MAXIMUM 1/4' SPACE BETWEEN BUCK AND WINDOW FRAME BLOCK WINDOW ATTACHMENT DETAIL 81MP304, 1i'BHA3.?$ /11.23" HANGER OR EQUAL F ALL NAIL MOLE$ - TO BEAM WITH 'OD X 1 1/2" TYPICAL TRUSS NAIL8 FILLED CELL (TYP)_ a" ci-lu IUD/ 3000 P a l CONC 1 L W/ 1 '160 MiN. LAP 30" E3M/WALL CONN i 1 I i- -05L 2 X 12 4 '1 P,NE BEAM WITH ONE LAYER 1/2" COX IN CENTER RICE ARD L. KI E. FLORIDA IXEN611 BE R 312 I HERBY CEAtIFY THAT T'HE60 PLAN'S AND SPECIFICATIONS WAS PREPARED 15Y ME OR UNDER MY DIRECT SUPERV161ON AIRS IN COMPLIAW19 WITH THIS FLORIDA eUILOING CODE 2001 FOR ILO MPH ( 3 SECOND GUST ) WIND ZONE - W MPH FASTEST SPEW STEEL PLYCLIPS L OLOCK DOOR ATTACHMENT DETAIL 31+'w A301 ANCHCR BOLT 3 3 /a" FROM OF EDGE OF BLOCK WALL WITH MiN. 6" EMBEDDED IN 3000 P81 CONCRETE GROUT I I I I I SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSION$ RATING$ FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB I�Lr111111 4 ,N v C4 Z M 4 L� p m 0 O G1 Z 0 W V � � t A g U. ul N � 4 A A � n Q Q A v 14U O O � V CV UNIT 0 1 LIVING 916.0 ENTRY 42.6 TOTAL 858.6 UNIT 0 2 LIVING 800.0 ENTRY 20.0 TOTAL. 820.0 TOTAL 1618.6 PG 4OF4 ARKAY 7�3 FF]