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24, MIK L' G T 1 O�IATIG DATE: 09/14/2015 <br />I1..�5 JOB NO: HA9139 <br />OA OL• <br />03 OR o4 REIrFORGINb BAR 2X4 51UD5 0 24" Z. DESIGN BY: -- <br />#5 4 #4 LAP SPLICE 05 TO MATCH (1) 05 �. IN 2X4 P.T. 5TUD <br />VERT REINFORCING FILL CELLS L 6 DRAWN BY: JRH <br />25 MIN. LAP IN MINIMUM LAP -.. , FADER BLOCK CHECKED BY: GC <br />REEW LAW DISTANCE HEADER BLOCK PROJECT: 3615-HA9139 <br />�5 REINFORCING BAR 2X4 F.T. PLATE ,. AT <br />#5 LAP 5PLIGE 25' MIK LAP 25' MIN. LAP 4'X4' INSPECTION PORT AT CHECKED BY: JRH,JGZ <br />36' MIN. LAP 6xb M.4xH.4 MR EACH FILL CELL TYPICAL bxb WIAXN A WlKM. -- <br />EST: <br />it <br />••---�� ► W,. • : ' r' CONST. MNGR: -- <br />LAP SPLICE �6 RI3IFORGIN6 GAR -' T ;- —I _ • 11 SUPER: <br />�• � I- • <br />42' MIN LAP �r _ 6 MIL VAPOR B = —I1. <br />6 MIL VAPOR _ = I """ DAME R IONS <br />�y I -III=1 —=III — — -- — DATE <br />G.MII. WALL c,LEAN. POI�c — = _ — — — �iD al 1= I = _ 0 <br />,4NDGOMPAc —III—III—I I .. — — _ _ -- <br />#1 LAP 5PLIGE � REINFORCING BAR —1 I —III I <br />' FOUNDATION SYSTEM ' I 1 I-1 I I 4 I ' STANDARD ao• BIB DATE <br />ion) DONS. ) 05 DOMEL VESIM FOR A MINIMUM I _I=1 1=1 I I I I=1 11=1 1=_I — <br />`% GORNat �N GORN� SOIL BFM* PRE50E _ — ALL GarG. BI.00�K ►� III i :• � '; . 11= <br />of X0o PSF. III ' :'• I=1 I I—' FI• • SOLID �/� <br />STANDARD 40, BEND <br />R 2' ALL GONG. BLOCK w/ DOY'65 FOUNDATION SYSTEM 15 <br />VESWO FOR 65 i�NFORGIN6 BAR FII SOLID rJ GONG. 1,�. A M <br />CONTINUITY OF FOOTING r21 corrrlNuous 2000'�� <br />A.G.I.5TD. q0° BEND 2 1 FOUND. M REIN. DETAIL CORNER CONTINUITY REINFORGMENT LOAD BEARING STEM WALL FOOTING F .� . T LOAD ' I II <br />9/4 - I -0 <br />3 <br />REBAR LAP � BEND I NG DETAILS 3/4' = I'-0' 3/4' = I'-0" 3/4" = I'-0" <br />#5 DOMM To MATCH <br />REINFORGINS LL651�9iT. IN <br />$5 PUT (�) IN�5' MINIMUM LAP <br />Y rD��EII QRGINf' FILL CM YIALL BEYOND 5-0FMATI NS A SYSTEM <br />MINuM M5 IN HEADS Bl'OGK R-0 IWPLLATION MIN.Zw <br />'X4' I ON AT SOIL BEARING PFESM K DELLS �¢ T � <br />3/4 SLAB OF 2000 PSF. N M (W q�j <br />HEADER BI.OGK �A,r2} �� j T� � �5 DOPE TO MATCH 4 X4 I� TION PORT AT TO T � c� c+� <br />I/n�' EXPANSION STRIP 6xb AIA) MA WW,M. VERTICAL REINFORCING bxb WL4MA M AM. EACH FILL CELL TYPICAL In' OF. MMILL NNI w _. � c r) <br />bxb M�.4,dw.4 A.M.M. 05 CONTINUOUS IN .]DINT MU25 MINIMUM LAP 2x - TOP PLATE �r <br />v J � CV <br />THICKENED E06E 4' GONG. SLAB 4'X4' � TION PORT AT J <br />SLAB bxb Mq.4xNB.4 WNIMI. EACH FG81 TYPICAL �-- ' ' 1 <br />• 51 -T TE @ �`� co <br />2E <br />.. SLOPE P1.JUU = _ ;' ro S'I11D (6R 6 °,ALJ ` ► l U Q CL CO <br />Fr — ;w .' ;'4` •:.. ".r'r' �`: - ,�-..�. .. 6 MIL VAPORBARRIER-- <br />_ _ FOUNDATION SYSTEM 15la- <br />b MIL VAPOR BARRIER I _ I I —III —I l _ _ _ - — _ — _ — _:. y . _ a a;� DE516�ED FOR A MI�uMUM = I=1 I I-1 —III. -- _ u- <br />I I=1 I I=1 11= _ Ei IIII I 11 I I_STANDARD ao' 9W I-1 I I —III —I 1- — SOIL BINS r�� u�e1'-0' —I —III ;III '—III-- ' . — =1 I 1—' >� OF 2000 PSF. III —I I ::. 1111=1 �✓ N. <br />" <br />-III=III1 III=III=1 _ __ _' <br />VOWS ►� BAR car I — — — wTH u�RB ow.Y , — =I III —I 1n m . T e F a <br />-1 I I=1 I I 4 •=1 11= I I 1 I I u.FAN, POISONED ��I 11= — 1= 4e' 0`G'u .. i � . ' Ll,.�l J N <br />- AND COMPACTED SOIL. I — _ _ = P I :: • .. - , <br />STANDA� ao BEND — — III-111- I— I I I. I _� �_ Go P� - .-- 6 <br />= AND <br />ro Po150�ED -� . - FOOTING BEY01� #5 CONTINUOUS FOOTER — I = 111— I STANDARD a0' BBrD I I . ; ' i b <br />1- _ �+' co <br />ALL ►� III • :: : I i I I �- — — — r� 3 GLEAG�NfJR IN FOOTING I '•:: ::.:� '"'� w �, <br />T SOLID w/D� I ALL GONG. BLOCK W DOMBS <br />Q e 0 r <br />TO BE FILLED SOLID w/ GONG. J ap <br />. i BELOW 6RAl)E <br />05M FORA MINHH 1,4' -� GARAGE APRON TERNATE MONO ITHIG FOOTING r�'� � t 4 � a � � .,.,! o Z <br />p r2) �5 CONTINUOUS 5/4 = 11.00 8 - — — <br />� SECTION ®GARAGE STEP DOWN <br />T <br />SECTION EXTERIOR S AB ANAI NTRY -0' r21 cm, = <br />I'-0" I/4' GONnN>ou5 I ln' <br />FASTEN ROOF SFEAT HI% W bd NAILS MIND BUGC BW OF CALK r2 3/4' 0 DOORS) G� 1�.or I'-4" I�.� MODEL: 9-15 <br />IV oL°. &O�RNAILEROG.-FIq.D AND SPECS <br />TOP R-30 INSULATION MIN. Fl�5TEN RAFTER TO NAILER 4 v d d d d 5/41 if CUSTOMER: <br />V2 GQLIN6 BOARD ) I NAILS f OE NAILED) LUC KEY <br />�, GYP WALL BOARD PER N% 39119 PARK D R . <br />ZEPHRYHILLS, FL 3354 <br />2X4 STUDS a 24" Of,. <br />EN6. TRU56 L24 NAILER BELOW SFEATHING Z 0 0 <br />JV ��0(,�NG FASTEN ALONG VALLEY w/ IOd NAILS 4' OL. STL==O CAULK NOT D w v v <br />�j Y EY-5ET ATTACHMENT DETAI Ga�x 1n DRYWALL. E : 3 <br />N�AI T-1 11 AUTOMATIC I `� N.T.S. NOTE: THE ABOVE DETAIL 15 SPECIFIED A5 P.T. BUCK SCREW r s <br />Ib Of'. 11AU 2X4 P.T. PLATE AN ALTERNATE TO A1TAU#�IT DETAILS I I/4' LONG <br />Cr <br />bxb Nu.4xNY.4 AM. SUPPLIED BY THE TRW MFSR / EN6INEER HILTI NAIL o 24' OL. p 3 <br />GRS O4a-122 <br />o b' OL. .ALUM 1�.//�� � LOW .o <br />T !V 16L5. Y I �. <br />- S { <br />ai <br />TYP.�I�TE�RIM�NQN-5�EAR NG TYPICAL WINDO 5GD JAMB AD I/?' ' 1 I/; ^ Ln <br />I I 2X6 VERTICAL SCAB OR KNE5NALL MID -POINT I NOT TO SCALE • " OG. t N <br />3/4 = IN RAFTER NV RAFTER SPAN LENGTH 6REATER ao L N <br />C M W <br />THAN 14 FT OR LONGER. .- m � <br />CON VV (4)10d NAILS AT TOP 4 HURRICANE 6ARA6E DOORS 12 FEET E M <br />o ,� .- <br />GUP a BOTTOM. IN WIDTH SFIAl1. HAVE <br />o co <br />M5 VERT ON EA SIDE m o <br />2X6 NO.2 SIFF TAI2 Qd' a a. a a Do0R5 GREATER THAN 12 j <br />�IM�' X 1 FEET SHALL VE (?a #5 v o <br />VALLEY FRMrIIN6 (TYP) ` ° -t a <br />SIMPWN LSU26 5 d d a TO BE FILLED W WOO PSI <br />L <br />25 MIN. 2X8 N0.2 SPF PLYWOOD SfEATHiNG CBS. WYORETE <br />B��EDNENT INTO SLAB RI06E BOARD ' • d <br />FIEADER BLOCK ::' •: ,''' , r ,1 • ..; • TIN. GAU.K 4 ` In" DIA x b' NI/ I I/4' BNB <br />ENGINEER'S SEAL <br />11n' PROD. (OPT,) �' ANCHOR BOLT USE 2' DIA I HEREBY CERTIFY THAT THIS PLAN & <br />bxb AlAi l.4 M.M.— 4 2, Q • BY 1/6' WASHER a 24' X. SPECIFICATIONS WERE PREPARED/REVIEWED <br />BRICK MOLD BY ME OR UNDER MY DIRECT ION <br />2Nb' PT WOOD JAMB AND COMPLIES WITH THE FLORIDA BUILDING <br />—_ — — •• 2"x>I4" IA Imo. <br />CODE 5th EDITION 2014, <br />RESIDENTIAL/BUILDING. ALL SIGNED/SEALED <br />j 1 1 1 1 11111 1 11 1 V FORMS r�ARD DRAWINGS PRESENT IN THIS PLAN ARE FOR <br />VERIFY IN F1E1.D STRUCTURAL DESIGN ONLY AND ARE VALID <br />b MIL VAPOR BARR1� -III=1 I I=1 <br />_ � llllll llll FOR 12 MONTHS FROM THE SIGNED DATE. <br />lllllllll <br />lllllllll <br />III —III 6RAOE TO VALLEY MM INSTALLATION No DOOR <br />03 D0ME1.5 a b-O' MAX. -111= <br />--- • • — — — — OR b'-0' O,G. TOP GFIORD <br />—III—I I — — — �� <br />MK SOIL PRE56UE 200o psf E I 1 ` ' • 1=III=III=III SIMPSON LSTN2 STRAP I-I/4';LONG GARAGE DOOR <br />gp� EA R*'V Al 10-IOd NAILS a 24 OL. 6ARA6E ANCHOR SHALL BE Plat MANI F. <br />copwo GTE AND MUST MEET THE MIND LOAD DESIGN h- <br />= 1 ( — BOA` L CRITERIA <br />STANDARD 404 BEND 1 - 2X6 CM. NV Flo X 3" MOM G 0122 <br />K, 5GREY'1 / 2 PER RAFTER P.T. FURwNG 55H• °L' TYP. GARAGE DOOR GONNEGTI ON DETAI, <br />: D w � • - GON�.VA�L�IR�AM�1115DETAIL A= GA5IN6 Pi.10 ALE <br />ALLG(2) 15 CONTINUOUS <br />1) BUCK TO CM CONNECTION USING PFS-514 (OR -400) • 12" OL. <br />GTION MAX, AND b" EDGE (OR EQUAL, Eby HILTI NAIL ORS o9a-122). w.- <br />Guo-jie- Zhang. PhD, PE Date <br />I'.0 2) MANUFACTURER WILL SPECIFY THE DOOR TO UK CONNECTIONS. Florida PE No. 47744 <br />2911 Folklore Dr. Valrico, FL 33596 <br />((n TYP I GAL EXTERIOR DOOR JAMB AD (813) 657-8865 <br />v Nor ro scAL£ <br />S1.2 <br />