Loading...
HomeMy WebLinkAboutAPPROVED SEPTIC FLOOR PLAN AND SURVEYN Vl m N W v p Or OW r N W J MR: ORRO ° Q p 0 W 7 p m M W xw Z mWZ w ° o >_J zzr Wpp sW r 3 W Ur QZ O 0_ pOV W� Z } NLi0 lwi wxa ow mm Ojr Z) 3ARJ0 rE- ooa� -z ro W m 06J ow w J LL_ rQz U J r O O N F O U w 0 Q W Z> W w o Z N m U w w W Z W Q NVNVHOf18 i/], mOoO > a¢O x0 3 0 YNOar ¢ xwc¢iLn�z�Z�oo >0 U Z ❑ z�w r > fa r rs z LC WO> ow U reOO 2 — LOU NO 33?J13NId o0ow ZJN �j�zK ¢x ¢ zoa �� rn $3a`�p O�pomMw o m""Ww JOmr �Zw of oW w a oow: o v�axZg�zw? 0o W Wow O W ❑ LL WOQr0 <00 NVO-i3 Zz < OZOM n ¢��zN¢�..,W>>m X°wo O ❑ W Q wzaO M°J or=o�W° z o �a�ow N rrMLri DZ Qza-wmi: 0QZw 0 ❑2'U Z c¢i 0oz� W <o zz3a3Z w3w ZOQox <MMOPaox a�Woo w��iw Z Q W W rn ZO Q�oo ~ wo rirpow���xZ 0>07 ww4¢3 OJoOZM"?3xZ a¢° xO�0 Q N Z d OU L •g•n `0mow O opw J wN�aN3 Nmo Zo oOg Wfn N�ww�a O m H 3;: X- } Of O d r Q Z Oaw� (n Nz¢ 0wm�xWg¢�¢f°xn g3=xN wwx=o waaZO>>wm Ox»o Q LL w p ? U O JN�m 0 Zo°n� mrOaz}ozaZ Li$`-''nw w0J Z�UOOzw$zo nZOL z U Q W W O O O K Q J m 0 Q M¢ Z J F a r to N Q Z W J O a NW wW O Q Q zm NZwd.ZCXa NNy JN o pN 3QN O} 0=G P°wN0 M a ��=m W �rllvJ'J�F�ln�o°I �Woc�i pm`g w mo g x ymN",�O�wz TORNQZ ON=w Qzo OFOOO N M w o:s �SPOO-¢¢wft-¢(I.L'm W--vrOOp ly-J"`n= 04Wx SO.OWK �m ozw Nrn~ON ON= ❑ NZRaW �3K�N �arf7 �?7JNUc0 Ih aD QOrai O.-QO Ord N WZ���i (031df 000) 53 101 (031df1000) O y N ` MOROI 3f1N3Atl Sfk1110 H1f105 sc X6 92 101 0 a L 30N3d �JNII Fe 00 66 �s. /- ~ C ° N NIVHO ,4 s 3 00 x x p ,££ ,99 p w \\l� z m o T O W O J \- OIW ,e� m z p U w Z z Q x ¢ mm II R m 0 0 N U O (ifO LOU or �_ O YZ ��� F U Gw fA O UM 00 wQw N $i X cam QO O 0 < m h m>r> owJ 0 N� 3 U W Q (n W I I I N� °W¢ W m LLM =K � N p mf oM Mt z = WN p > wwz<wJzu �nm OUx co W 0w �m LU �mm 0wr0mw aim o ¢ o w pz3 mm oW m �ovwiw mmw��aW=cwn J z v�wWEL jaoo \ xN m Jw}�}ck: LU p�o�}L)i �Jm Uw00 w00 Z(Zw 06 IU LnJZ WZWWI ZW �<MmZ U O>-� a wzrw JOUO¢�i P¢UO¢w m Z o '0 F M 0 ❑ O i 7 U W U J U �i V U J U N W N z=m WnoO W I I I I I I I I I I �I y I I/ Ij II N p r Ur m uj wi G� W UZ m to®0 lJ}���I=J D 3 n Z W TWO OJm a wvi o¢ d .__I O W U U N/ u WEE �Z og ¢z a U n o m '— w U Z w Ow o W ¢zap a U CO U 5,20 \ ¢MQ O r\\\\ =rZ¢QJ z a0 U zJNW 00 < Or �O w F Ow >ti zD > O ~J O¢ w W N p r000 ZZpti Wo ROO z v aIMOO ZOJzr Noa ¢ ° Ld -: wp4oC \U UO OQ— Z~ r a Nwo MR O00> mZWOX¢in JOHW 0©�Z0 f6 p >� In � a ILO W YmQ p�Jz� Qa c� w N U fA > O O> J� ,£'SZ wo L.L xp CMD zro_�z {6 0 rn o�S Z Z O _ _ w ow 00 ~ atoEL m¢ QNOw0 m� o�= wMM` wo I �} CON p,�i0}0w ° C RD > W "' I W Jw�O� >WO-'Ln \\ > w i jam°- om C d W o "a VI Oi .S'9l ,9'£Z I Q N 0 Or \\ w NONOrzzooz o0 Q m w O W LL: / W O N K LU C �/I ~U°' ..rIL °-�pW < .z'Zl wZrmm �N ¢ W d N j0W �£ Of w / mw=¢pa mw Io p0 _ ...w n O zp�Few IN '�" C. U� I w .9'£zz O /w� ==ro� 1W I� i' CL oa nOUWW NI0 O ❑ 03 B'Ll� Ya a � ¢w}� Jim m a f•Bl m ¢ m �ZFmr Z w > .9'£Z •L'OL Q ,9'£Z U p C20 m x Ln @3 > periw�Z ¢ N LIM I�� z a� i a�xr---J� p Uz—wQ rZ } Wr Woo Wa 2 �w W d}W�p Js 3 mw 0mumc ZoU N w ��w n� W ti o o n Q. ow w^ O�Mw}o wo r z� W� o 0 of m z¢u^ OOZ;W I°U m mm� ¢ ap r`r rZQWri Uc wcsl' - o s �p Ycr Z D o M INx x <�w� ooa` t_-----� pa �rO QOCD o 3M ¢ UZM> u1Oo �¢ w�a }M�wm I 0 ram., •Y fZ W WYF¢-J Z ON WQJ W ¢y OwFW-' '! rY ^� W OO mdNW o s mZW �ZjY�¢ j aZ .. O z W W ,££ ,99 x 9 _ Q p a 1 I i z w CIO ,00'£9£ M„S9,OO.ON xr M„SS, O.ON U 0° N} x U ¢ O (3SV8 ON18V38) s LL w o z c z z U0 Ra II e s9 00' 6 FS H �4Oos Z �X �+ 26. x -- Ste. X W r K D_ C' M =� U 099 9 �� �� M W<< o'el 0 I�� 1 w o. 1N3W3AVd 1lVHdSV '`�s9 U rWo�a O I�x (AVM d0 1HORI ,09) ss ` Z� z p w o fw w o -Ri4_ r 1-z {Y O o �n332�13N1d 999 0 w,¢�W na o I�zW M } Zw..Jm zU N Ow�JU>K m�WoJ zQa3NIl 1VM j0 1HOR¢N Z3 vr CASTCRETE PRECAST LINTEL SCHEDULE TYPE DESIGNATION �F=FILLED WITH GROLIT/ U =UNFILLED WAMFi OFFi.YIIM1 CI I}Y FOR AT FaM�LO� 8F16-1 B/1 T LOOANTIY xOMlxnLwlmH OAF MS FIELD IODEDRATTOP N011 HEIGHT OMFOSREOUN FOR UPLIFT LOAD TO11 OF "w:I �AT root JCM.U. F"," DR«" For a5'-10"overall length U-]intel Type SF16-lB/1T: ? Safe superimposed gravity load = 4360 PLF 70, Safe superimposed uplift load = 2090 PLF `i°cntt eorroM OFuti Safe superimposed lateral load =339 PLF PROVIDED 6'NOMIN.+wifflo +wRCINGSCHMJ Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load 1 2-8 8F16-IB-IT 6113 <1000 3547 <500 31.6„ 2 T-Tr 000N 8F16-iB-IT 6113 <1000 3079 <500 41.0,1 3 41-1" 8FI6-1B-lT 6113 <1000 2724 <500 4'-6" 4 41-711 8F16-1B-1T 5365 <1000 2290 <500 SIB„ 8F16-1B-1T 4360 <1000 2093 <500 5'-10" 6 5'-11" 8F16-1B-lT 3480 <1000 1880 <500 7 6-7 8F16-1B-lT 2661 <1000 1634 <500 7,_611 8 7-7 8F16-lB-IT 1843 Noo <1000 1133 <500 9rN 9 9'-5" 8F16-1B-1T 1533 <1000 914 <500 roo10 10'-7" 8F16-lB-lT 1366 <1000 798 <500 11 11'-5" 8F16-lB-lT 1254 <1000 723 <500 12'-0" 12 8F16-1B-lT 1075 <1000 606 <500 13'-0" 13 13'-5" 8F16-1B-1T 1002 <1000 559 <500 ol000log"14'-0" 14 14'-I" PRESTRESSED 1370 <1000 519 <500 8F16-IB-1T IS 14'-9" PRESTRESSED 1250 <10000 485 <500 8F16-1B-IT 16 15'-5" PRESTRESSED 950 <1000 404 <500 p'11" 8F16-1B-IT 17 17'-511 PRESTRESSED 750 <1000 347 <500 19'-0" 8F16-1B-IT 18 19'-5" PRESTRESSED 598 <1000 306 <500 21?N 8F16-1B-lT 19 21'-5" PRESTRESSED 550 <1000 295 <500 221_011 8F16-1B-IT 20 22'-1" PRESTRESSED 450 <1000 267 <500 8F16-1B-1T FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OST!?S # SF yow Well #_ DF te: 24 I I Ifor REdieW CONNECTOR TABLE arem usp unFTu FnelEllK3 1:aOtilAlloN ADDnpNAL lBIFUCt1016 WOOD TO WOOD HTS20 HTW20 1450 (20) IOD NAILS TOTAL (2) W520 (2) HTW2D 2900 (20) IOD NAILS EACH STRAP HIOA RT16A 1140 (4) IODXI-112" NAILS TO RAFTER d (b)IOD TO PLATE 5PH4/b/b 5PTH4/b/b I360 02) IOD NAILS TO STUD WOW7000IQEIE META20 - 1450 (1) IODXI-I/2" NAILS d 4" EMBEDMENT a TYP FOR HIP JACKS OR I -PLY TRUSSES HETA20 - 1810 (10) IODA-1/2" NAILS d 4" EM5EVl%NENT E TJ FOR HIP JACKS OR I -PLY TRUSSES gNo HTAIb 16�0 (10) IODXI-1/2" NAILS d 4" EMBEDMENT % TYP FOR HIP JACKS OR -PLY TRUSSES HTSM20 1 TNU120 Him (b) IOD NAILS d (4) 1/4"X2-3/4" TAPCONS TYP FOR MISSED STRAPS MO LIMIT) 2) h�TA2 - 1965 (5) IODXI-1/2" NAILS EACH STRAP TYP FOR I -PLY TRU55E5 / 61RDER5N (2) HETA20 - 2500 0) 16D NAIL5 EACH STRAP d 4" EMBEDM7£NT TYP FOR 2-PLY TW1Ff�E5 / 61RDERS4 (2) HTAI6 2430 (10) IOD NAILS EACH STRAP d 4" EMBEDMENT TYP FOR i or 2-PLY TW/SSES / GIRDERS4 am CONww MI6T MU6T15 3965 5/5" ATR EMBED 6" d (22) 100 NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HST FWT 9,40 (2)3/4° ATR EMBED 10° d (B) [I6 FOR HGTI 100 NAILS ADD 4" TO EMBED FOR LINTEL BEAMS F6TR - 5000 (2) I/2"X3" TITEN HD d (I6) SD51/4K3 TO WOOD MAY BE F6TRHVR (5550 MAX UPLIFT) (2) FSTR - 9400 (2) 1/2"X5" TITEN HD d (Ib) 5D51/4X3 TO WOOD (EA) MAY BE (2) F6TRHL/R (7200 MAX UPLIFT) HTT4 F1TT4 4235 5/B° ATR EMBED 6" d (Ib) IbD NAILS TO WOOD ADD 4' TO EMBED FOR LINTEL BEAMS HT'r HTT5 5090 5/5" ATR EMBED 6" d (26) 160 NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HOGIENJ PH05 T630 T/b" ATR EMBED 12" d (20) 54 WOOD SCRENL5 3 1/2" MIN WOOD MEMBER HHMII-505 LFI-Vq 11510 1" ATR EMBED 12" d (24) 31 WORD SGREWS 5 1/4" MIN WOOD MEMBER 14-5 UPHD14 15110 1" ATR EMBED 12" d (30) 3" WOOD 5GRFNG 5 1/4" MIN WOOD MEMBER MBHA NFMXXU 3165 3/4"Xb" ATR EMBED FACE d TOP (1/2" TOP FOR 111 ENGINEER 10 SPEVFY USAJ ON PLANS RP522 KRP522 I-120 (b)16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY f6BNL N0I® 1) NAILIN6 MAY M REDUCED FOR LOWER UPLIFTS. PROVIDE (1) IODXI-112" NAIL FOR EA 100 LB5 OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HT'SM2O/NITI^M20 I-IYL' MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 11'15*. FOR UPLIFTS TO 39650 PROVIDE MS)6T15/MGT 3) WHERE ENGINEER -'-GIFIES RE7�RENGED STRAP FOR I -PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD 4) REPLACEMENT OF CONNECTOR ON PLAN WITH E2JAL OR BETTER PER THIS TABLE IS ACCEPTABLE Ln N Fell CD C11 LD u 2'-8" �}- 411 DEEP IN CONIC, PAD a. u MI 4'4� I N 51'-10" 7'-4" 25'-4" 9141 3'-2" 12'-6" a3-611 SH 25 EGRESS ry�4 1 1 WIC ie8 C�31 o 1x 9 � LD I I 14'-0" 5'-0I 1 5'-8'1 `-H - o BED 4 WI31_ C 2 tide r1 8'-0" FLAT CLG. BED 3 8'-0" FLAT CLG. 00000 --R&Sol--- Ln - 's-----n - b� I 00 ,16 I `iD"pY I fV 4068 BF AT CO!Rss I "I FMOIDCATF 1 1 61_811 1 ,3'-81` I 10'-011 rn eR HALL N -0" 8'FLAT CLG. x ti BED 2 CID 8'-0" FLAT CLG. .-H 2x4 x3' L. x 34" H. KNEEWALL 10'-4" 3'-8" o. 8 BATH 2 4Ygo " Vg 81-0" FLAT 00 s' io" tillll I DINING Vol V 2.s /LG. 10'-211 KITCHEN 1 I 2.5 / 12 VAU T CLG. Vol I — n ®� RANGE i� w/ HOOD 1(P-7 i2x6 x35 Z" H. KNEEWALL w/ FLAT Cot ABOVE EAT ROOM / 12 VAULT CLG. (3 WAY) 4'-4" 10'-1011 TRU S I ATTIC SPACE INSULATION: R-30 3LOWN IN INSULATION INSTALLED OVERALL CONDITIONED SPACES ABOVE AND TOP BJ SIDE OF GYPSUM BOARD CEILINGS. SEPARATE NON -CONDITIONED SPACES. (GAR NGE, AND ENTRY) W/ VEIRTICAL THERMAL BARRIERS USING R 30 PATT INSULATION, 16 PRESTRESSED ........ goo ... L LINTEL BEAMS @ LANAI: SET BOTTOM @ 6'-911 TOP @ 8'-1" VERIFY THE ELEVATION(S) OF THE HOUSE & FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN LD n O I F I Owl I j PRESTRESSED e C �s O•, LANAI I c? 1448„ FLAT CLG. &G PINE FINISH TNI I ,Noll - PAINTED I JJ Olt Q C e 11'_611 a R&S r----------------------7 Ie IINID �g atI -- , r WIC 1 �C _ r; IN Pool P/i1 I� /I 121_7111 Ip!,0000t 1 I `ZDxiy I 2 I I I FIELD LOG I I I I i' v_ _ _ ' 2868 PKT ' 0 4'-5 �" M EN SUITE N °-0" N ~ - iNot n IN FLAT CLG wo ' LA RY 3 o a�68 BL.2x4 he 2 - in 4� RECF,ss mr 8'-0" FLAT CLG. r ' Sf�OWER ti y 3 i.l (IN3 c H F* ^ rHI N N a _ 1 ��w --- 7'-114' =ogoa 4'* s� 81 roll a H a n ax. N a• - m PANTRY IC'J - 1 OD- wi 2x4 BRG.W L PLATE @8,11, ,�'+ ,1M ------ --- --- -- 76" 5H. icy o L Nw,M'G L`'1 / / \NN I ON ,� L 3 / 42" KNEER „I ,11,INS TI„ �,_�; _ I I 3 2868PKTo w/36"x36" ,P L I / ` GLASS AB( ? �68 4" STEP DIN. NON BRG.2x4 WALL - _ - ' - - - - 00 1 O 4' w/R-11 INSULATION p r - - - - - - � d O N la` I `. C 1 I3C'm 7777 Not-AHUATOP Cgooll RASH - 1 - MASTER Loll 31=911 30"H.PLYWOOD r� --; ---„---I POLE IN oD sz x s4 , - TOPPED STAND j,rT p L DU 2x4 BEARING WALL EN SUITE ME RAND 200 A PANEL MAIN DIS ONNECT s LOCATE IN FIELD LOCATE FIELD of IN, o M LD N py I I I I I I I I 1 I I I I I I 1 I I = I I I 1 8'xTOHD B 8',golf 10 ,8" ATTI `ApGESS DU 2x4 BEARING WALL by ri L @ 8' 1" & 9'-1 "AFF FlF}E-LOCAgEt BEDROOM - - - - - - ='1 w/ SON (OR EQUAL) i i w/ S SON (OR EQUAL) HT 0 @ EA. TRUSS PERIMETER HTS20 @ EA. TRUSS ` - ...... J O 8'-0" FLAT CLG. Rol INSULATION i - - - - - - iole, I COFFER @ 81-8" DU 2x4 BEARING WALL i OYE i x D 2x4 BEARING WALL �i (3) CAR GARAGE @ 8'-1" & 10'-9" AFF 1 18'- ' FLAT CI G.1 t @ ' 1'I & 10'-911 AFF w/DOSON (OR EQUAL) X COF FERS TO '-011 '> w/ SON (OR EQUAL) 8'-0" FLAT CLG. HTS20 @ EA. TRUSS HT 3 20 @ EA. TRUSS (ABOVE INTERIOR FIN, FL.) R-11 INSUL. i _ 2 goo I � I I O C080 S TWO STAGE BRG. WALL C O - CMU TO S'-1" N N 2x4 KNEEWALL TO 10'-9" 1 n 281.8n 4" STEP DN. 1_4n Not - r--------------------------- ---- , 8 41 , 8n- (h M 4 C ' I I 51J4,1 fV d- ;1 77 TWO STA GE BRG. WALL:gog I F SH 35 EGRESS PORCH I I I CMU TO 8'-I" I - I I 2x4 KNE WALL TO 10'-9" 5' 10" 8'-0" FLAT CLG. I I VM T&G WD. - PAINTED 4 O I I AI_o11 I,�p 6',811 4'-6" 6'-O" I 51�" - T =1 5 LINTEL a @PORCH: ENTRY -1 61_01, SET BOTTOM @ 6'-9" I PRESTRESSED L TOP @ 8'-1" _ 00 LD M (MM ALLSIERSDITY WALL TYPE LEGEND SYMBOL REPRESENTS CMU WALL — 8" (U.N.O.) BRG. HT. @ 8'-1" INTERIOR SIDE - SMOOTH FINISH PAINTED EXTERIOR SIDE — STUCCO CMU WALL — 8" (U.N.O.) BRG. HT. @ 8'-1" WITH NON GROUTED CELLS FILLED W/ R-9 MIN EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE —1/2" GYP. BIRD. OVER 1x P.T. FURRING EXTERIOR SIDE -STUCCO FINISH EL.: 8'-1"AFF CMU COLUMNS AND LINTEL BEAMS @ ENTRY: GROUT FILLED & STL. REINFORCED COMPOSITE PCL & CMU BEAMS AND CMU COLUMNS. TOP OF COLUMNS AND BEAMS @ 10'-9" ALL EXPOSED SURFACES — STUCCO FINISH EL.: 10t-9" AFF BRIG, PARTITION WALL — INTERIOR -411(U.N.O.) 112" GYP. BD, ON EACH SIDE OF 2x4 WD. STUDS @ 1611 O.C. W/ P.T. 2x4 SILL & DBL. 2x4 CAP PLATES @ 8.111 ® EL.: 8'-1"AFF DUAL BRG, PARTITION WALL — INTERIOR —4"(U.N.O.) 11211 GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. W/ P.T. 2x4 SILL & DBL. 2x4 CAP PLATES @ 8'-1" W/ KNEEWALLS ABOVE @ 91-1 OR 10'-9" ® EL.: 8'-1"/9'-1" EL.: 8'-1"/10'-9" BEARING PARTITION No GARAGE WALL —4" (U.N.O.) 1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w/ P.T. 2x4 SILL & DBL. 2x4 CAP PLATES @ Stoll" (2x6 STUDS & PLATES WHERE SHOWN.) w/ R-11 BATT INSULATION EL.: 8'-1"AFF EL.: 8'-1"/10'-9" NON —BEARING No INTERIOR PARTITION - 4" (U.N.O.) 1/2" GYP. BIRD. EACH SIDE OF 3 5/" Mon. STUDS @ 24" O.C. W/ MATCHING TOP & BOTTOM RUNNERS 0 6" WALL NON —BEARING — INTERIOR PARTITION — 6" 1/2" GYP. BIRD. EACH SIDE OF 6" MTL. STUDS @ 241, O.C. W/ CONT. TOP & BOTTOM RUNNERS NOTES: No ALONG ALL EXTERIOR WALLS INSTALL VERTICAL FIREBLOCKING (FURRING) @ 10'-0 o.c. MAX. TIGHT TO BOTTOM & TOP NAILERS. ALL OPENINGS OR CUTS TO BE SEALED w/ FIRE CAULK OR FOAM. No INSTALLY2" HIGH STRENGTH CONTROLLED DENSITY GYPSUM WALL BOARD AT ALL CEILINGS. No USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. No INSTALL WOOD BLOCKING AT ALL INT. DOOR OPENINGS, CABINET LOCATIONS, RAISED TV JACK/PORTS, AND WHERE NOTED ON PLANS. EXTERIOR CEILINGS: Y2" MIN. THICK STUCCO ON %It HI -RIB LATH ATTACHED TO HORIZONTAL AND/OR VERTICAL WOOD FRAMING w/ NAILS OR STAPLES @ 8" O.C. TO PROVIDE NOT LESS THAN 13/4' PENETRATION INTO HORIZONTAL WOOD FRAMING AND a/" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS PER ASTM C1063 AND STUCCO - ASTM C926 NOTE: SEE TRUSS MANUFACTURER PLANS / PROFILES FOR ALL TRUSS TO TRUSS CONNECTORS AND FASTENERS. THIS INCLUDES TRUSS —TRUSS, GIRDER —TRUSS, AND GIRDER -GIRDER CONNECTORS. DWELLING —GARAGE SEPARATION 2020 FBC—R R302.6 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC BY NOT LE55 THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. HABITABLE ROOMS ABOVE GARAGE SHALL BE SEPARATED FROM.GARol BY NOT LE55 THAN 5/5 IN. TYPE "X" 6YPSUM BOARD OR EQUIVALENT. 5TRUCTURE(5) SUPPORTING A FLOOR / CEILING A55EMBLY USED FOR SEPARATION, SHALL BE PROTECTED BY NOT LE55 THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT_ - VERIFY THE ELEVATIONS OF THE HOUSE FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN SQUARE FOOTAGE L VING 1,978 RAGE 636 NAI 203 E TRY&PORCH 138 T TAL 21955 LIVING C.F. _+/- 16,830 T 16' x T OHD C) _ PAINTED 000t0000m IN N PRESTRESSED - - -� Fr e - J 1 T-411 0 f V TOP OF LINTEL BEAMS 4"T. LINTEL BEAMS @ ENTRY: OVER GARAGE DOORS: 8'-15�SET BOTTOM @8' -1 TOP @ 101-9" Igloo ' '' '"16415-24Christopher D 19'-4" 4'-0" 17'1010" Beer s 51'-10" OPENING PROTECTION 2020 FBC—R R302.5.1 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENIN65 BETVgIEEN THE 6ARA6E AND RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOOR5 NOT LESS THAN 1-5/5" THIGK, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN 1-3/6" THIGK, OR 20-MINUTE DUCT PENETRATION (AT GARAGE) 2020 FBC—R R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILIN65 SEPARATING THE DWELLIN6 FROM THE 6ARA&E SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,45 MM) SHEETS STEEL, I INCH MINIMUM RIGID NONMETALLIG GLA55 O OR CLA55 I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENIN65 INTO THE 6ARASE, BUILIDING CRITERIA BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vasd 132 MPH RISK CATEGORY II WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/-0.18 COMPONENT AND CLADDING ASO WIND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE IMPACT GLASS: X APPROVED SHUTTERS BOTH MAIN MNDFACE RESISTING SYSTEM BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH: WIND DESIGN METHOD ASCE 7-16 THE 2020 FBC 7th EDITION CHAPTER 1609 THE 2020 FBC—R (RESIDENTIAL) 7th EDITION CHAPTER R301 W A T E R- A I R- L A N D 524 W Virginia Ave chrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33950 fax 413-687-9013 •'acaigiQgfy,signed by Christopher D Beers * .O=Unaffiliated, ,� 00000172B927OF63000OB2DA, m _..w T sY�A�E C�hrst$Pher D Beers got ', 4OafyD ., FDa oe, 2Owl, 8.06 12:11:27-04'00' s4s ""'• P.1`4g CHRISTOPHER D. BEERS, P.E. 9 J 5 I FLORIDA LICENSE NO, 64594 > J M Uj � Zi H- J Z UN fog N LLI loomm Ce Ogooli a I- Cn v1 � roll 0� I'nn a 10 Z=IN F C Q gJ M� W N N wz m DATE 4/06/21 DESIGN BY goo CHECKED BY MODEL LA TORTUGA_)AH OWNER REV DESCRIPTION 1 P9 14 JUN 2021 2oft P2 07 JUL 2021 3 4 5 6 7 8 0 O 0 0 04 —�i LuLUv CO Q Q LU J UI ad Lift Q' W god N O D LIU to O Boa L J �HLLLL SHEET A2 FLOOR PLAN SCALE: 1/4" = 1'-0" 30F8 HOOD CASTCRETE PRECAST LINTEL SCHEDULE TYPE DESIGNATION rF: w�,Ga°ur,G°GNF�um �ousxrtrr oFra�� No�Eo aEensnr GMVITV IOAG � SF1I6-1 B/1T �°�AMrtY°F:YS NGM�N�NLLHEI� FIEID J fAMFGS�uL�irxiE� FOF a� r ni"Eov r.�," S; F�P�Eo�.M.". � m Fora 5'-10" overall length U-lintel Type SF16-1B/1T: � a Gaour Safe superimposed gravity load = 4360 PLF Safe superimposed uplift load = 2080 PLF eorroM of uuNre� csvm Safe superimposed lateral load= 339 PLF ��" NGM�Nuw�orN is�'�x o"�N�"Esu� Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift UpliR Load Load Load Load 1 2-8 8F16-1B-1T 6113 <1000 3547 <500 3'-6" 2 3-7 8F16-1B-1T 6113 0000 3079 <500 4'-0" 3 4'-1" gF16-IB-1T 6113 <1000 2724 <500 4'-6" 4 4-7 SF16-1B-1T 5365 <1000 2290 <500 5,�,� 5 5'-5" gF16-1B-1T 4360 4000 2093 <S00 5'-10" 6 5'-11" gF16-16-1T 3480 <I000 1880 <500 6'-6" 7 6-7 8F16-1B-1T 2661 <1000 1634 <500 T-6" 8 7-7 8F16-IB-IT 1843 <1000 i133 <500 9'-4° 9 9'-5" gF16-IB-IT 1533 <1000 914 <500 10'-6" 10 10'-7" gF16-1B-IT 1366 Q000 798 <500 11'�" 11 11'-5" gF16-1B-1T 1254 <1000 723 <500 12'-0" 12 11'-5" gF16-1B-1T 1075 <1000 606 <500 13'-4" 13 13'-5" gF16-16-1T ]002 <1000 559 <500 14'-0" 14 14'-1" PRESTRESSED 1370 <1000 519 <500 14'-8" 8F16-IB-1T IS 14'-9" PRESTRESSED 1250 <1000 485 <500 15'-0" 8F16-1B-1T 16 15'-5" PRESTRESSED 950 0000 404 <500 17'-4" SF16-1B-1T 17 1T-5" PRESTRESSED 750 <1000 347 <500 ]9'-4" SF16-1B-1T 18 19'-5" PRESTRESSED 598 <1000 306 <500 21'�" 8F16-1B-1T 19 21'-5" PRESTRESSED 550 Q000 295 <500 22'-0" SF16-1B-1T 20 22'-1" PRESTRESSED 450 <]000 267 <500 24'-0" 8F16-1B-1T FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OST�S #54i.SF-��� Well # CONNECTOR TABLE 8gP8oii � uiFTu FA81B1G �FOfiiAliON AOa11pNAL �BIAlLR1018 wood ro xloo� H7520 HTW20 1450 (20) IOD NAILS TOTAL (2) Hi520 (2) HTW20 2900 (20) IOD NAILS EACH STRAP NIOA RTIBA 1140 (9) IODXI-I/2" NAILS TO R4FTER d (B)IOD TO PLATE SPH4/b/B `.uPTH4/b/8 1360 (12J IOD NAILS 70 5ND wlaoroctlxat-n= N�TA20 - 1450 rt) IODXI-I/2° NAILS d 4" EMBEDMENT � TYP FOR HIP JACKS OR I -PLY i�nI155E5 lgTA20 - IBIO (10) IODXI-I/2" NAILS d 4" EMBEDMENT' 7YP FOR HIP JACKS OR I -PLY TRUSSES HTAI6 18T0 (10) IODXI-V2" NAILS d 4' EP-®IDMENT ' TYP FOR HIP JACKS OR I -PLY TRUSSES HTSM20 HTWM20 II -IS (B) IOD NAILS d (4) I/4"X2-3/4" TAPGONS TYP FOR MISSED STRAPS (NO LIMIT) 2) META2 - 1985 r) IODxI-I/2° NAILS EACH S7RAP TYP FOR I -PLY TRUSSES / GIRDERS (2) }BTA20 - 2500 (l) 16D NAILS EACH STRAP d 4" EMBEDMENT T`(P FOR 2-PLY TRUSSES ! GIRDERS - (2) HTAIb 2430 (10) IOD NAILS EACH STRAP B 4° EMBEDMENT TYP FOR I °r 2-PLY TRUSSES / GIRDERS anal tx+x�lae M6T MAIGTIS 3965 5/8" ATR EMBED b" 6 (22) IOD NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS H6T HWT 4790 (2)3/4° ATR EFBID 10° d (B) [Ib FOR HGT] IOD NAILS ADD 4" TO E]-ff1ED FOR LINTEL BEAMS FBTR - 5000 (2) I/2°XS° TITEN HD a (18) SDSI/4X3 TO WOOD MAY BE FGTRHL/R (3850 MAX UPLIFT) (� FGTR - 9400 (2) I/2°XS" TITEN HD d (I8) SDSI/4X3 TO WOOD (EPJ MAY BE (2) FGTRHL/R r7200 MAX UPLIFT) HTT4 HTT4 4285 5/B° ATR EMBID 6° d (I8) 18D NAILS TO WOOD ADD 4° TO EMBF1) FOR LINTEL BEAMS HTTS HTT9 5040 S/8" ATR EMBm b° d (26) 18D NAILS TO WOOD ADD 4" TD El-IBED FOR LINTEL BEAMS hmOB5D5 PFmB T630 VB" ATR Eh®ED 12' d (20) 3° WOOD SCREWS 3 I/2° MIN WOOD MEMBC-R HHD0116D5 UPHD9 IIBIO I' ATR EMBED 12° d (24) 3° WOOD SCREWS S I/4° MIN WOGD F�FBER I UPFml4 ISllO I° ATR EMBED 12° d (30) 3" WOOD SGRFJNS 5 I/4° MIN WOOD F MBHA NFMXXU 3165 S/4"7(8" ATR EMBED FADE d TOP (I/2" TOP FOR NFNU ENGINEER TO SPECIFY USAGE ON PLANS RP522 KRP522 1T20 (8)18D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY dHHY1101® I) NAILING MIAY BE RFDIIGED FOR LOWER UPLIFTS. R20VIDE (I) IODXI-I/2° NAIL FOR EA 100 LBS OF UPLIFT (4 NAILS MIW. 2) MISSED STRAPS PROVIDE HTSM20/MTNA120 I-I/2' MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT II-IS7t. FOR UPLIFTS TO 3965>< PROVIDE MUGTIS/MGT B) WHERE ENGINffR SPECIFIES R�ENGED STRAP FOR I -PLY TRUES, ADD 24° MIN 2X SCAB TO TRU55 CHORD 4) iZEPLAGEMENT OF GONNE(.TOR ON PLAN WITH EgUAL OR BETTER PER THIS TABLE 15 ACCEPTABLE I+ 9'-8" 3'-2" 4�n 25 EGR `N-I I I I LJ � I 8'-0"BFLAT CLG. -- R&S--- � F:-----n ,y6 I \7E"�P I 4068 BF I "�� ' I FlEUJ IOGTE I M I 436" � I I IS'-0" FH� CLG. �' _ BED 2 Q 8'-0" FLAT CLG. rl ri d- 10'-4" 3'-8" � o _ r - '-10" 12'-6" I I I I I I I I WIC 2 i� at is a I I I I 5'-0' I I WIC 2 BED 3 8'-0" FLAT CLG. 10'-0" 2x4 x3' L. x 34" KNEEWA BATH 2 8'-0" FLAT L 4'-4" 10' Ll.[L 1 I I R-30 BLOWN IN INSULATION INSTALLED OVER ALL CONDITIONED SPACES ABOVE AND pl I I I BACIgSIDE OF GYPSUM BOARD CEILINGS. SEP RATE NON -CONDITIONED SPACES. (GA GE, AND ENTRY) $" w/ V RTICAL THERMAL BARRIERS USING 00 i'V in a �" R 30 GATT INSULATION C o� 16 16'-6" PRESTRESSED LINTEI. BEAMS @LANAI: SET BOTTOM @ 6'-9" TOP @ 8'-1" DINING '`�,. O-. LANAI e � 2.5 / 12 VAULT CLG. B'-0" FLAT CLG. ' S'-10" ti (2 WAY) T�GPAINT'ED SH '� .-11N O,D .a - - O _ r-1 e � O e ' 10'-2" 2'-0" 16'-2" �' � "' 4,�„ 11'-6" G AT ROOM 3 � � - � I�ITC N .5 / 12 VAULT CLG. � _ _ _ _ _ R & S 'v'- er i 2.5 / 12 VA T CLG. - I - o B I � � , '� ^ ° % x6 x35 Z" H N � �, rn t �? WIC I i �' KNEEWALL w%HOOD 10 -2" ° ABOVE COUNTE OP 18'-�" N � � j ����� �T 12'-72" i R' ' I I I I FlEIC tDt'A I I I I i I Dw v_ _ _ _ i 2868 PKT ' I I _ - � M M II ; � t tt 9'-113n in 4'-61t' t_ tt t_ tt MEN SUITE ao 7'-4 4 -5 4 2 5 4 5� BATH DRYER I _ VENT ' LA RY � � 280' � - n '-0" FLAT CLG t � 8 BL. zza h" 2 - CM i 4+ RECESS 4" DEEP ml 8'-0" FLAT CLG. 3 Ua � _ _ _ - - - ' � SOWER � - � - H 3 iv , CONC.PAD _ Ni � �� ^ .-I^ x la_ �--_- i � a�w --- 7'-114' = 41�Ofi 8t �' n � N a - � PANTRY �� - ¢ � � I I � a c (h - � wi 2x4 BRG.W L � .-tIN REF '� W � ' I I � Ua � � � - �J o - _t �+ n M ------ ------------ _ Ik � I x�F = t0 M � I PLATE @ 8' t - - t s" sH. IN c ' N � x _ i — N --. ;:, ' w/R-I 1 INS ATION � _. �' :.. . _.. � � I � ' - B 3 � 2868 PKT = i� � I � rr�- - � 2 ��+ 4" STEP DN. NON BRG.2x4 WALL _ � - `- - 3 - - - - - � _ 2�6, �• � i � � i � I o d+C, w/R-11 INSULATION p r - - - - - - i � d' O t ---- = CRASH 'I-�N � �� _ AHUATOP ' � MASTER e�'_Q" 3'_g" 30"H.PLYWOOD rr-- ;---„-�� POLE - ir� Or ' '- TOPPED BTAND ' � -z2 x 5a '' I O i DU 2x4 BEARING WALL EN SUITE I ATn�'��5 I DU 2x4 BEARING WALL _ 'N ,--I _ � I Fl toca IH I @ 8' 1^ & 9'-1„AFF BEDROOM O 3 1,' ________� I I w/S SON (OR EQUAL) -t 4,�„ � - - w/ SON (OR EQUAL) I ,- HT 0 @ EA. TRUSS c PERIMETER M N HT520 @ EA. TRUSS ` - - - - - - - J O 8'-0" FLAT CLG. R-11 INSULATION i - - - -' - i .f -�' , COFFER @ 8'-8" - DU 2x4 BEARING WALL � OYE i ?. D 2z4 BEARING WALL .--I �3� CAR GARAGE @ 8'-1" & 10'-9" AFF ,. 18 - ' FLAT C G. I @ , 1" & 10'-9" AFF w/ SON (OR EQUAL) �- CO ERS TO '-OM � K,/ SON (OR EQUAL) 8'-0" FLAT CLG. HTS20 @ EA. TRUSS I i ;< 0 @ EA. TRUSS (ABOVE INTERIOR FIN. FL.) R-11 INSUL. ` i I ��; I i I VERIFY THE ELEVATIONS) OF THE HOUSE &FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN i0 n i'V M O t '-I N O ,--t j PRESTRESSED - I � 1 14 14,-g,� � I � w/ 36" x 36" GLASS AB( co lV ;=, s --J ME ER AND - 200 A PANEL Oi O C � - - - - - �' � TWO STAGE BRG. WALL MAIN DIS ONNECT = LOCATE IN FIELD N O O � 080 S - - CMU TO 8'-1" LOCATE FIELD N N N 2x4 KNEEWALL TO 10'-9" n 28'-8" 4" STEP DN. '-4" � _ M 4 - ' _ � p - I I S�.q�� CO N t — I I — — — M �p r______________ � I I N ,..t i i i TWO ST GE BRG. WALL: � t SH 35 CRESS PORCH cMo To 8'-r' I ' ' I 2x4 KNE WALL TO 10'-9" I �� CO e 8'-0" FLAT CLG. I I I I I I �� ' S'-10" T&G WD. - PAINTED I I 4 O I I I I 4t_0+t '_ � � 6'-8" 4'-6" 6'_g't i t 5,�,� I I I I - - I I I I __ '�'.';-1 5 -LINTEL EAMS @PORCH: -' I I I I ' _ I I I I -_ 6,-p„ SET BOTTOM @ 6'-9" I c - - - TOP 8-1" - — I ENTRY I PRESTRESSED ' 0 9'-0" FL CL _ @ -"- -" _� - ------------------------------- - -- - - _ _ � I �- -- -- I I -� -; T&G WD ---------------------------- -- ..-I I I - _� - PAINTED 16 - 50 i0 M ALL EXTERIOR MASONRY WALLS ACT AS SHEAR WALLS/PIERS BASED ON RELATIVE RIGIDITY WALL TYPE LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-1" INTERIOR SIDE -SMOOTH FINISH PAINTED EXTERIOR SIDE -STUCCO CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-1" WITH NON GROUTED CELLS FILLED w/ R-9 MIN EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BRD. OVER 1x P.T. FURRING EXTERIOR SIDE -STUCCO FINISH EL.: 8'-1"AFF CMU COLUMNS AND LINTEL BEAMS @ENTRY: GROUT FILLED 8 STL. REINFORCED COMPOSITE PCL &CMU BEAMS AND CMU COLUMNS. TOP OF COLUMNS AND BEAMS @ 10'-9" ALL EXPOSED SURFACES -STUCCO FINISH EL.: 10'-9" AFF BRG. PARTITION WALL -INTERIOR - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w! P.T. 2x4 SILL &DBL. 2x4 CAP PLATES @ 8'-1" ® EL.: B'-1"AFF DUAL BRG. PARTITION WALL -INTERIOR - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w/ P.T. 2x4 SILL 8: DBL. 2x4 CAP PLATES @ 8'-1" w/ KNEEWALLS ABOVE @ 9'-1 OR 10'-9" ® EL.: 8'-1"/9'-1" EL.: 8'-1"/10'-9" BEARING PARTITION -GARAGE WALL - 4" (U.N.O.) 1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w/ P.T. 2x4 SILL &DBL. 2x4 CAP PLATES @ 8'-1" (2x6 STUDS &PLATES WHERE SHOWN.) w/ R-11 BATT INSULATION EL.: 8'-1"AFF EL.: 8'-1"/10'-9" NON -BEARING -INTERIOR PARTITION - 4" (U.N.O.) 1I2" GYP. BRD. EACH SIDE OF 3 5/e" MTL STUDS @ 24" O.C. w/ MATCHING TOP &BOTTOM RUNNERS 0 6" WALL NON -BEARING -INTERIOR PARTITION - 6" 1/2" GYP. BRD. EACH SIDE OF 6" MTL. STUDS @ 24" O.C. w/ CONT. TOP &BOTTOM RUNNERS NOTES: - ALONG ALL EXTERIOR WALLS INSTALL VERTICAL FIREBLOCKING (FURRING) @ 10'-0 o.c. MAX. TIGHT TO BOTTOM &TOP MAILERS. ALL OPENINGS OR CUTS TO BE SEALED w/ FIRE CAULK OR FOAM. - INSTALLYz" HIGH STRENGTH CONTROLLED DENSITY GYPSUM WALL BOARD AT ALL CEILINGS. - USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. - INSTALL WOOD BLOCKING AT ALL TNT. DOOR OPENINGS, CABINET LOCATIONS, RAISED TV JACK/PORTS, AND WHERE NOTED ON PLANS. EXTERIOR CEILINGS: Yz" MIN. THICK STUCCO ON %e" HI -RIB LATH ATTACHED TO HORIZONTAL ANDIOR VERTICAL WOOD FRAMING wl NAILS OR STAPLES @ 8" O.C. TO PROVIDE NOT LESS THAN 13/a" PENETRATION INTO HORIZONTAL WOOD FRAMING AND 3/a° PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS PER ASTM C1063 AND STUCCO -ASTM C926 NOTE: SEE TRUSS MANUFACTURER PLANS /PROFILES FOR ALL TRUSS TO TRUSS CONNECTORS AND FASTENERS. THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER CONNECTORS. DWELLING -GARAGE SEPARATION 2020 FBC-R R302.6 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC BY NOT LE55 THAN I/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. HABITABLE ROOMS ABOVE GARAGE SHALL BE SEPARATED FROM GARAGE BY NOT LE55 THAN 5/8 IN. TYPE "X" GYPSUM BOARD OR EQUIVALENT. STRUGTURE(5) SUPPORTING A PLOOR / CEILING ASSEMBLY USED FOR SEPARATION, SHALL BE PROTECTED BY NOT LE55 THAN I/2 INGH GYPSUM BOARD OR EQUIVALENT VERIFY THE ELEVATIONS OF THE HOUSE &FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN SQUARE FOOTAGE L ING 1,978 RAGE 636 NAI 203 E TRY&PORCH 138 T TAL 2,955 L ING C.F. _ +/_ 16,830 16' x T OHD O _ - _ ' PRESTRESSED VINYL � p 8 -' --- i i — N t6'-6" RAII.ING - - = - - FV ITA^ � i'V 8' x T OHD TOP OF LINTEL BEAMS e LINTEL BEAMS @ENTRY: 8 OVER GARAGE DOORS: 8'-1" 5�fy, SET BOTTOM @ 8'-1" • 9'�" TDP@I°'_9° Christopher D 4' 8'-0" '-4' '-4' 16'-0" ' '-4' '-4' 15'-2" '-4' 10'-8" 19'-4" 4'-0" 17'-10" Beers 51'-10" OPENING PROTECTION 2020 FBC-R R302.5. OPENINGS PROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETi^!E£N THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I-3/8" THIGK, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN I-3/8" THIGK, OR 20-MINUTE DUCT PENETRATION (AT GARAGE) 2020 FBC—R R302.5.2 DUGTS IN THE GARAGE AND DUGTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE GONSTRUGTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, I INGH MINIMUM RIGID NONMETALLIC GLA55 O OR GLA55 I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. BUILIDING CRITERIA BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vasd 132 MPH RISK CATEGORY II WIND EXPOSURE C INTERNAL PRESSURE COEFFlCIENT +/-0.18 COMPONENT AND CLADDING ASD WIND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE IMPACT GLASS: X APPROVED SHUTTERS BOTH MAIN WINDFACE RESISTING SYSTEM BUILDING &TRUSS DESIGN SHALL BE IN COMPLIANCE WITH: WIND DESIGN METHOD ASCE 7-16 THE 2020 FBC 7th EDI110N CHAPTER 1609 THE 2020 FBC—R (RESIDENTIAL) 7th EDITION CHAPTER R301 �aa �� � i WATER -AIR -LAN D 524 W Virginia Ave chrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33950 fax 413-687-9013 �';os@fgi��gly,signed by Christopher D Beers :'* . '' 'o=Unaffiliated, �, • ,:�. �. 0000017269270F63000062DA, - � �r�=�h�ist$�her D Beers y�-.• F.Datea 20�1;08.06 12:11:27-04'00' ��, 4s ' " P �� CHRISTOPHER D. BEERS, P.E. i'�94t t'� t SV``� FLORIDA LICENSE NO. 64594 0 J m tW-t M J M ~ J Z LL � � o� a� � � .'i-1 0 LA d V Z=� �.IJ ) Q �.i iV `- �;u m DATE 4/06/21 DESIGN BY CHECKED BY MODEL LA TORTUGA_JAH OWNER REV DESCRIPTION 1 P1 14 JUN 2021 2 P2 07 JUL 2021 3 4 5 6 7 8 o O p . I �� 2 �I O�v M a Qw� � °� a LL � ui U � � _ � � =ram o_ W to .o � Q � � a. J � I— LL SHEET A2 FLOOR PLAN SCALE: 1/4" = 1'-0" 30F$ HOOD