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781 Cavalla Rd 2014 remodel addition I fill 1rr I I I I . 11 I i r a '. ii I . I I I I t : I �� F, l I ` i 1, I r I { I 3 I' I '---- 19 1 J 1 t I . 1111 a pj j ,1 h . 1 I, I : j j p , I' 1 I I 2If .1 ,, I ,I 1,1 <6 —._• Ir,l , ,' �t;; ,llj .;m< I — I I I CERTIFICATIONS . . � Ijl= I I � r I I j1'Iv & APPROVALS b F jlI 11 CODE COMPLIANCE SUMMARY: ='t, zI }` _ -1, r k t , } = .. ' r 1 it, , ll� x, f }'., � 'YI i `�'Cr.` *i tl',,iiVf�` - (` �s +mac /�`�^5:� y k . APPLICABLE CODES: p 3 R: y , i 1 ; CONSTRUCTION DRAWINGS 1� ' ' ' I I 1 'I I ... I ih:I ill CODES IN EFFECT: � Ili,y a 'fil��, II ( z i { ikli , 11 - Ii —tiI 1 'I II a1,k11� I 1 II ' 'ill LI, I; , � 'i'l�'I IIIc I�';I SIL '! p I �,Iip ,I , , 1 h 3 , ,.� p 1 I I I a } I� I,I� I 11,Nd a Ij s11 �' l 1 11 1. F, 1_ ,1,iI ;,; I I " , I� '� , FLORIDA BUILDING CODE 201 ill— 1 1 �.:1 It '' I 1 ? „ � �I 1 Ii Ij 1 I ;Ila + ,r II ,i1 ' , II! . FLORIDA BUILDING RESIDENTIAL 2010 I ; ,i i IV il— � ' a1 is 1' i i l '� I " ' p ' �I FLOR I D A PLUMBING 2010 � , FLORIDA MECHANICAL 2010 1 1, i i. I div I �� j1'p i t 1 a Ik I ROAD — - i i i ,, I I 1 31 , HI ".I I ' ( , hI,I �I < I 11 l 1 II II ICAVALLA ll I i ,I , �I „;, ; ,a%< I a I l N ATI ON AL ELECTRICAL CAL CODE 2008N EC `' I` I, �' � '1 11 , E11 I II 1 1,. , 1 1.; 1,, ,1 �� ,ILII I p I " �I^' 'I , I I, 1 I i I g,1i f I I 1' 1 I t[ „ I 1 if 1, 1 r �allill �a I , , ,x' 1,1 I} ' 1 I � ' t ' , 2010/140 MPH I la q.. 2 �: R� '1 ' I� - ` ,I, 1 s' 1 I. , 'I �' i ",li I[ I I I i „ ATLANTICFLWINDOW REtUIREMENTS I - I '; I F : I I i ,'' BEACHExTERIOR WINDows AND GLAss DooRs 2 Q 10 140 M P H I, 1 ,I i i i. III11 MUST MEET THE REQUIREMENTS OF R301.2{2) -f I{II'Illlil J I L f II, , I a l I , . _'` , EXTERIOR D0 R RE UIRE I 'I , OF THE FLORIDA BUILDING CODE I r�I-III I GIT I ;I°t '' III I 9 1"I; ,h 1, I I le I :r 2010 RESIDENTIAL EDITION ,l I1�1Ir i„ i. ! I l dr Ir r. EXTERIOR DOORS i 11 Ili EXTERIOR WINDOWS AND GLASS DOORS a SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND ., I f I1 1 I I NEGATIVE WIND PRESSURES AS DETERMINED !I 1 I ii, TESTING AND LABELING EXTERIOR WINDOWS ,, I ,i fl I li SIF jl E �. i,'I i ,. s ,1 AND GLASS DOOR SHALL BE TESTED BY AN APPROVED �IIYp !I" I,I' 1.p1 Irl , ti11 ,�I i I' (! I y, 1 �1,, i 1 41 f I ,, h I�!,., �,, 1. i, Ii. v ,; �I , DY FBCR3O1.2(2) 11 I,°�I�jIIl,itgl,1'',II Ir,1:; , 1 + ii 1 ill, I I ' ,i 'I i I',, 4 INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA EXTERIOR DOORS MUST BE MEET OR EXCEED Ill IOR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE ,l Ii ,II 1 I. I` = I , ,, ri! r a; r MIN REQ. QF +33,7 PSF/ --35.7 PSF h I �I 3 MANUFACTURER, PERFORMANCE CHARACTERISTICS AND I r _ i , I 1. 'ui, II ili, '111, il I j ° iI I h f �1 i � j 1 I h LI APPROVED PRODUCT EVALUATION ENTITY TO INDICATE GARAGE DOOR SHALL BE TESTED IN ACCORDANCE I I 11 I1 I i , I , I ' 1 a. COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING 1171111`r ' I 11 f I , r I,{ i' II' } ! . II 1, . I - SPECIFICATION: ��,II', 1, i �`': i , 't,, 11. WITH ANSI�DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) 1,,, �, IIj1 „ 0 OVttRHEAD DOORS MUST MEET OR EXCEEDIli I I' ,'1I , 1 F A WINDOWS—ANS/AAMA/NWWDA 101/IS2 2/97 MiN REQ. OF +31.0 PSF/ -35.1 PSF p, C. , I COMPONENTS AND CLADDING MUST MEET , 11 I 'I I I 1 I I : I ,I 1 ;1. } MIN. REQ. OF +35.3 PSF -47.2 PSF 1 ,I 1,� ( 1 jr 11 j' Ij 1,` l 1 1 a 1, I t- ii I III I, , 111 , 1, 1 III I i I ,$ ll i 'll 1 t ' I rh 1lIj} d � I 11 1 it II '�� , ° D Ir 1' L lI I 3 Ril Al l , ,i) 1 t,� i �h" I 1 � I � " 1° 11 ,1 i 1 I - E i, Ir , 6 P " I, ii 11 �I I II C } '� III I I I I I �I'` , I I' 11 1 11` I' ` 5 I 1 6. E 4 f h, , 11 1, �iI I I .� �, �, 11 I #' i F. = r f I � I t 1 I 1 ' , I .. j I , I , 'I ,I I 1 Ij' Iii it l II ;1 NOTES & SPECIFICATCONS: DRAWING INDEX: I i ,, I ABBREVIATION I I Ikl Ilr -�} i `h' I ',.. : ( , 'I ': r: I' I I, !i - A.B. ANCHOR BOLT EA. EACH M. MASTT;R REQ D. REQUIRED ELEVATIONS..,-.......................,.,........ Aa 1 i , ;; ; f ��'' I d i. , ' GENERAL STRUCTURAL NOTES. 11 Ii 1 ;., . , I-1 I I-, I,: , , 1; ;II ,,, ,; I jl I r..,, I I, h;.II. - �� I.: GENERAL NOTES: ABV ABOVEE E.B. EYE BROW MANUF. MANUFACTURER RM ROOM FL00 PLAN } I ` I j ,i$ ; ; , ; ;! i A C AIR CONDITIONER ELECT ELECTRICAL MAX. MAXIMUM RIND ROUND R AZ i ( + R S BE THE RESPONSIBiL1TY OF THE 1. THE CONTRACTOR IS RESPO�ySiBLE FOR THE COORDINAnON OF CONSTRUCTION INCLUDING / k. I,' I: 1. DO NOT SCALE THESE DRAWINGS, HALL ,. 1' , I r 1 IONS TIONS AND FIELD CONDITIONS ANY DESCREPANCIES ACI AMERICAN CONCRETE INSTITUTE ELEV ELEVATION MC MEDICINE CABINET S SHELF I „ 1 cHixK ALL DIMENSIONS AND VERIFY THE BUIIDITVG CONSTRIJCTWN VERIFICATION OF DIMENSIONS, VEVA FO U N DATI Q N / P LU M B L N G PLAN.......... A3 1]1�� i, 11 I II ,�I I I . , i ' ; E ENGINEER PRIOR TO CONSTRUCTION, A F.F. ABOVE FINISHED FLOOR EMBED. EMBEDMENT MIN. MINIMUM S.B.P. SOIL BEARING PRESSURE ° I a LAYOUT PRIOR TO COMMENCING CONSTRUCTION. SHALL BE BROUGHT TO THE ATTENTION OF THE al 1� 1 ; �' All ARC FAULT INTERRUPT E.W. EACH WAY MIRR MIRROR SD SMOKE DETECTOR TRUSS LA�'OUT PLAN,,,,,,,,,,,,,,,, ,,,, AQ i . i 11 , 1I; 2. FOR ARCHITECTURAL REFERENCE, ELEVATIONS SHOWN HEREAFTER ARE BASED ON 2, CERTIFIED TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AH AIR HANDLER EXT. EXTERIOR M.J. MECHANICAL JOINT SECT, SECTION ........ 11 1 r , r I: ,€ p 1 III I iI I ',II i {' �'I � I �I . 1 ,. I, A ON .0 0 AT BUILDING FIRST FLOOR FINISH FLOOR SLAB. AND APPROVAL PRIOR TO SUBI�TTTAL FOR PERMIT, IF AId.' CHANGES TO THE TRUSS ALUM ALUMINUM MONO. MONOLITHIC SF SQUARE FOOT k� 1 1 ' 1 1 II 1, I ELEN NE R G�JNTRACTOR IS REQUIRED TO SUBMIT FBC FLORIDA BUILDING CODE M.P.H. MILES PER HOUR ELECTRICAL PLAN ................................ A5 �' I ,I , I;i ;I 1 1 1 ,,, ,l ;, Iia DESIGN OR LAYOUT AFTER REVIEW BY F_NGI E , AMP AMPERE FIN FINISH S.G.D. SLIDING GLASS DOOR ,�" II I' " 'I ' 1 , I, I I,i 'I,: � , 'I". E` (} II 1',,.,, OF THE CONTRACTOR TO FAMILIARIZE HIMSELF CHANGES TO ENGINEER FOR APPROVAL ENGINEERED OOD ASSOCIATION MWFRS MAIN WIND FORCE RESISTING SYSTEMS ,1 l s , : I , , I; I 1I , i ,I 3. IT SFW L BE THE RESPONSIBILITY APA THEW FIX FIXTURE SH SINGLE HUNG ! , . !'I I k' �. , h : 1 1 .It; 1 I ALL EXISTING CONDtnONS ARE NOT NECESSARILY ENGINEERS 11 1 r, I, ,, t 11 1 , Ei i : ;,.1, ,. ,1 I 1�I, 1, I; , WITH ALL EXISTING CONDITIONS ASCE AMERICAN SOCIETY OF CML E N C NOT APPLICABLE SPECS SPECIFICATIONS ,1 I : r 1, �, t I �. :, . . ; 3. THESE DRAWINGS HAVE BEEN DESIGNED TO MEET "IHE REQUIREMENTS OF CHAPTER 6 OF F.G. FIXED GLASS / DETAILS................................................. D 1 L I, ,.h ,` L, , 1 r .}I�I:�: �I� i) ,," a I 11 ;. SHOWN HEREON. A T,R. ALL THREADED ROD NDS NATIONAL DESIGN SPECIFICATION S.P.F. SPRUCE—PINE—FIR II i , , ,,,_ h 4„ II R 16 OFBUILDING CODE FOR WIND REQUIREMENTS FLR FLOOR 1, I I , I :,a ASCE 7 AND CHAPTER HE FLORIDA I r,jl` 1 i.1 1 , I, I OR WOOD CONSTRUCTION SQ. FT. SQUARE FOOT I r , l, fl'' 1' , 1 111'1 1 I,,, ALL DETAILS AND SPECIFICATIONS QF THE LOCATION OF THIS PROJECT. DESIGN SPECIFICATIONS ARE LISTED ON THIS III,.,, II 1 L u ,II 4. ALL TRADES SHALL BE RESPONSIBLE TO READ B BOTTOM FOUND. FOUNDATION F I, ,, I i r 1 €,_ , NTRACTOR COYER SHEET UNDER "CODE COMPLIANCE SUMMARY". „ p ,,,. f, 1 I I ; 1 i AND PLANS, IF ANY CONFLICT EXIST, THAT TRADE SHAIl NOTIFY THE CO BLK. BLOCK FTG. FOOTING NIC NOT INCLUDED SW SWITCH 11 , I I'. j, 1 I , � ,II L 1 ,:, N0. NUMBER S,W.C. SHEAR WALL CONNECTOR Iv ;I I ,„ , „ I'„I 11, r I; I' OF`TH£ SNAE PRK3R TO CONSTRUCTION. r1 BOT, BOTTOM GA GYPSUM ASSOCIATION ALL SEGMENT ' °r; ,i I� ' 4. ALL DETAILS AND SECTIONS SHOWN ON THE_DRAWINGS ARE INTENDED TO BE CAL, BEARING N.T.S. NOT TO SCALE S.W.S. SHEAR W 1;' l { , ;''a 1,I ;' I I i .!c h 11 r BRG GALLON t p i„ I u 1 , I d h I t r, E GAL. SQ1 T I, �,!-!!�I�; I. y,. 0 I SITUATION ELSEWHERE ON TH YELLOW PINEa 1 I NIi_,� C , _ , I I BE CONSTRUED APPLY TO ANY SIMILAR S.Y.P. SOUTHERN FT CALCULA S(NEER AND SHALL,; ,,.. II�L, . .,I,;, „ , ,. I TO DESIGNER OR l?�tG • :,, „. ., + ,, ,h h. y i CONTRACTOR`S DIRECT ANY DLSCREPANCES ,,,r h: ., ,i , 5. kw-�, :,,, ,, t , ., ti � � ,, , �:,�< � >«:;u r;,. , h .n ,.1 ,��-` � C&C COMPONENTS AND CLADDING GALV. GALVANIZED OBS. OBSCURE RE A DIF S SHOWN. r ,, I R 1 CONTRACTOR SHALL BE RESPONSIBLE FOR WORK PROJECT, EXCEPT WHERE DIFFERENT DETAIL i tiOW I II ” i;. ,, +:,f,. a h , ,, k I ,li � �,:,,, lii�.1 x ',I. '.,.,'z's 11r. ', r'1 rtl �, r!� PRIOR TO CONSTRUCTION AND f ` I a I , �� ..,. ,; ?'I. CANT CANTILEVER G.B. GLASS BLOCK O.C. ON CENTER T V '"„ , .Ia , b .,;. h:,. .:, cooRDlNAnoN. „ (. ,. l , } ;1.1 L. :, , , . , r ,. , . zl WHICH PROCEEDS WITHOUT DUE COURSE AND ,, t G , ,;,L. . I, ,,, t 5. Atl CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 5. „ ;.^,� , ,,; , " �, , . CIR CIRCLE GDR GIRDER O.H.D. OVERHEAD DOOR T&G TONGUEED D GROOVE �""� r Ila t ,ly;r%1 r a.II .;; I P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR 1450 '"'�T /j��x °I ;4 CLG CEILING GFi GROUND FAULT INTERRUPT OSB ORIENTED STRAND BOARD TEMP TEMPER LTVI (1 pr ,. �� „I 1 y, I t l'`I , ,, TiE BEAMS AND CONCRETE Flt LE6 BLOCK CELLS. C.M.U. CONCRETE MASONRY UNiT GLS GLASS P PRESSURE THK. THICK 6Y, Ike . Iit ,j,, 6 ;. ,I I, #n „ 'I 1” I I ',.', ', l,ri I MECHANICAL NOTES: _ jj I III , ,, , f . , 1, al ; I`'._ CA, CLEAN OUT GNN GEORGE N. NEWHOUSE, P.E. III ' I , 1 6. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS PAR PARALLEL T NAIL TOENAIL E , I `Ii 'l' i l ; ! 1. DRYER VENT SHALL NOT EXCEED 25'-0'. , I I IN ACCORDANCE WITH ASTM Ct019 OR ASTM 0476. COL. COLUMN GYP. GYPSUM P.C. PRECAST LINTEL T.V.• . TELEVISION TYP. TYPICAL. ,. COMP. COMPACTED HB HOSE BIB PED PFDESTL w «�.. F 'Ira i 1 2. ALL AIR RETURNS MUST HAVE FIRE STATS. ,1, j, 7. ALL MASONRY OPENINGS TO_BE PRECAST, UNLESS NOTED OTHERWISE. COND CONDENSER I CII I q CONT. CONTINUOUS HDR HEADER PERP PERPENDICULAR UL UNDERWRITERS LABORATORIES. INC. '" j 4 C CE ON ALL SiDES. HGT HEIGHT PKI. POCKET U.N.O. UNLESS NOTED OTHERWISE 0 Qn 4 ",� I;:. r 3. A/C UNITS SHALL HAVE A MIN. OF LF.ARAN .I ,I, , ,r NEW FRONT COVERED PORCH 61 I 8. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WffH Aa"TM X30 OR X145 WITH 1 11 lyl ,I *I CPT CARPET HOR HORIZONTAL PLT. PLATE U.S.G. UNTIED STATES GYPSUM COMPANY II kr l ; I i, ,I !# I Ii MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. PLUMB. PLUMBING V �a it r ; 1. ; I .1 11;II,I11 I (,1 . d PENNY HT HEIGHT V VOLTS , I 3, , • ' 1 PLYWOOD;, ;,,'i l 1 ;. B N NOTES. DOUBLE HVAC HEATING, VENnLAT1NG PLWD YW VENT. VENntATE6 i PLUM I G 9. MORTAR SHELL TYPE HI OR S IN ACCORDANCE WITH ASTM X270. DBL. I 1=, 1 "I !: „ ^I= , I I;; „ . . i 1 1 AND AIR CONDITIONING PREFAB PREFABRICATED VIN VINYL pq, I 1 , DECOR DECORATIVE If I I 1, , „ , ! 1 ; l 51 E TO IDR. E FOOT 11 I 1. WATER HEATER TdcP RELIEF VALVE TO BE FULL Z EXTER FORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 40 AND IDENTIFIED P.S.F. POUNDS PER SQUAR E ` 1, iI ,i10. ALL REIN DET. DETAIL VISA. ViSQU EN ' Y"y I I , I INCAND. INCANDESCENT. 1 I ' I iTH ASTM A615 A616 A617 OR A706 FREE FROM OIL SCALE AND P.S.I. POUNDS PER SQUARE INCH , II (: i, ' t,1 I 1 0 IDR IN ACCORDANCE W DH DOUBLE HUNG INSULATION VOL VOLUME I C'II LII 2, WATER HEATER AT FLOOR Lt1lEl TO BE IN A PAN WITH DIRAIN T DETER Q (Z� ;t C%q ,%.l I . I 1 RUST, UNLESS NOTED OTHERWISE. P.T. PRESSURE TREATED CAR PORT 3 J 6 . �I " I I (WfT}t THERMAL EXPANSION DEVICE), DIA. DIAMETER INSUL. j 1 i I , KD KILN DRIED LUMBER PVC POLYVINYL CHLORIDE W WASHER DISC. DISCONNECT f I .i hIi I I 11. CONCRETE CAST AGAINST THE EARTH SHALL HAVE A MINIMUM CLEAR COVER OF 3" OVER / WITH I .:1111 I;Ik '�II, ; , . h , , 3. SFLOVMER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. D.L. DEAD LOAD 1,1„ , I; , I REINFORCING STEEL L LAVATORY QTY. QUANTITY W.C. WATER CLOSET ' t I� I DR DOOR I I TOTAL AREA �, oo 1 !- h : 14. ALL. HOSE BIBS SWALI. HAVE BACKFLOW DEVICES. LBS. POUNDS 11 ` L 111r:,li'( I I s I, i, �, 12. REINFORCFJwIFNT BAR SPLICES: DRY DRYER I I q R ROD WD. WOAD ji I ,, 1 �i „ ,I, I k 5 BAR AT 25 MIN. L.L. LIVE LOAD REC RECEPTACLE WDW WINDOW i4 l I 1 6�1', ` I{ I i I: - i III ; ` 5. MAIN PLUMBING VENT Shall BE 3 DIA. MINIMUM. q REF. REFERENCE WH WATER HF�TER �1 LT LAUNDRY TUB UNDER ROOF 1907 � N 7 BAR AT 35 MiN. LVL LAMINATED VENEER LUMBER REFG. REFRIGERATOR W.I.C. WALK-IN CLOSET P R OOF OTHER: 3 TIES AT 15" MIN. } WP WATER R 1 II REINFORCED 1 It litII1:I �,.' Ili iI 1 , I� fll1 i I,' ,I 1 t' I .I� q -3 con ,. f G , I'i - ! i W.W.F. AT 15 MIN. ' ;`; I IMS ? CODE COMPLIANCE NOTES: RELIVE. RLN RES. RESIDENCE W.W.F. WELDED WIRE FRAME A �� N r I fl1; ilir I I ; oo i 1. NAILS U5E6 iN ALL SHEATHING APPLICATIONS SHALL 8d, COMMON, RING OR 13. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, EXCEPT TUBULAR STEEL COLUMNS, 11 ltI' I 1 R WHICH ARE TO BE CONSTRUCTED TO 46 KSI YIELD STRENGTH, ALL BOLTS SHALL BE w •�►.i �```""'� i ; I ,: p SPIRAL SWiNK, OR 'HOT DiPPED GALVANIZED, HAND OR GUN DRIVEN. FO 0\ i 1, �,` I B .099 DiA. x 2 1 4" LONG A325 BOLTS, UNLESS OTHERWISE NOTED. „WELDS SHALL BE PERFORMED WiTH AN E70XX I GUN DRIVEN NAILS, THE MINIMUM SHANK SHALL E Q,� ' if It I . ; y I WiTH 15/64" DiA HEJAD, Fi1L1 ROUND}. ELECTRODE • j I I 11 LEGEND & SYMBOLS: ► 4 II C I I ; 1, '— " RED 14. ALL EXTERIOR AND INTERIOR BEARING WALLS TO BE N0. 3 GRADE KD SOUTHERN YELLOW l,1. Q� pq ;t 'j. I I } I: 2. SINKS SHAD HAVE A MINIMUM HEADROOM CLEARANCE OF 6 8 MMU RED FRAMING PLAN: I ,= f I OF THEN NG SUCH HEAD- PINE OR N0. 2 GRADE SPRUCE-PINE-FIR, UNLESS NOTED OTHERWISE. FLOOR PLAN: ELECTRICAL PLAN. FOUNDATION / PLUMBING PLAN. :. 1 I I VERTICALLY FROM A LINE CONNECTING THE EDGE OSI QTHER: '(" " I ,� k I : r, r 1 THE STAIR TO THE POINT WHERE THE UNE TOTAL AREA L, I i „ ROt)M SHALL BE CONTINUOUS ABOVE LU HAVING - D N FILLED CELL - TRUSS OR GIRDER i 1. 1. 15. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE MBER ■ 5 DIA RO I I I lr 'ei !'=I:`+. ;.111 i INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE t30TTOM RISER. ■ - 5 DIA ROD IN FILLED CELL DUPLEX REC ll I • i 4 ; A FIBER STRESS OF AT LEAST 1200 P.S.I. (11I 22ov 220 VOLT REC. ® - INTERIOR BEARING WALL - FLOOR JOIST 11, Id. I'I' I �; I' hit, "ll l u,;l 1` 13jp I 1 I II k1 {, I h 1 1 1 4 ! , .iI I NDOW AND DOOR BUCK ATTACHMENTS SHALL BE INSTALLED PER MANUAFACTURER S - 2x4 FRAME WALL t"y ~ }. 1 ;I , i ,, I. 3, WI HAVE ALLOWABLE BENDING STRESS OF 2,750 P.S.I, I I I! ;1 L, 16. ALL LVL MEMBERS SHALL VE A MINIMUM ALL :, ,,1,, I. ;I a ht I R L ENTS. CERTIFICATIONS SHALL BE PROVIDED BY THE RESPECTIVE " wP GF1� WATER PROOF' REC. - PVC CONDUIT - CONVENnONAL FRAMING 1, ,:a . 11 . , II :; I , ANCHORING EAU REM _ • I ,, c �, I ;. , ;�. WIN PRESSURES 5ET Blf ENGINEER. AND AN ALLOWABLE SHEAR STRESS OF 250 P.S.I. 8 C.M.U. WALL � Q ,;; yy,„ , ,I " , : . .a I MANUFACTURER RELECTiNG DESIGNS 15 Wf MINIMUM I,. I. �FI� GROUND FAULT REC. I I ,. " 1 ,;, 1 1 I .. I ED INSTALLED AS PER _ - FOOTING - FRAME HEADF OR BEAM DESIGN LIVE AND DEAD LOADS: �I 1 , I, x,. , I s 17. ALL SUPPORTING FOUNDA11ONS AND PILINGS SHALL BE PREPAR AND �■ INTERIOR BEARING WALL FLUOR: 40 PSF LEVE 10 PSF DEAD " ;. " r;' � , �; I. . I _ T`SHINGLES SLiALL tiAYE SELF-SEAL STRIPS AND CONFORM TO ASTM D225 h ,,, I „„ SiTY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE A MINIMUM / : :: j7 i I ,I 4. ASPHAL SOIL DEN �Sw 1 2 SWITCHED REC. 1 r; I } ,, I MI tMUM r ,. v Izlx� ROOFING NAILS 1 1 a LONG WITH N _ _ _ STAIRS. 40 PSF LIVE 10 PSF DEAD ^I OR D3462. FASTEN WITH GAL AN / NG CAP OF 2400 P,S,F. PRIOR TD POURING FOUNDAnONS OR DENOTES 8 1 PLT. HEIGHT SWITCH ( - D OTES DETAIL REF. N, PRECAST LINTEL I , 1= h ALLOWABLE SOIL BFARI ACITY , $ EN ': 1, a i + � : OF FOUR 4 FASTENERS PER STRiP SHINGLE. ATTACHMENT OF ASPHLT SHINGLES 3 LZA DET L SHEET :a, = ?I. I (:) DRIVING PILES. REFER TO AI ROOF. PER TRUSS MANUFACTURER OR , ,,,,I I 1 I i ly 9 SHALL CONFORM WITH ASTM D3161 OR M-DC RA 107-96 FOR THE APPLICABLE _ ._ q $ 3 WAY SWITCH • FLOOR SLABS SFIALL BE PLACED IN 12 LAYERS AND ROLLED AND COMPACTED DENOTES 8 8 PLT. HEIGHT - CONNECTER REF. N0. 30 PSF LIVE, 15 PSF DEAD (SHINGLE) I � j I WIND ZONE. 18. Fill. FOR " -�- INCAND, CEILING FIX. I I`. ,I' ,l= ;' , ' : ; r r I ( DENSITY OF 516 AS DEscRIBED IN ASTM 1557D. ALL FILL. SHALL BE " REFER TO CONNECTOR 30 PSF LIVE, 25 PSF DEAD TILE 1::1 1 I , i i' TO MINIMUM FIELD 8 , DENOTES 9-0 PLT. HEIGHT O _ 1 (TILE) ilN $:q =I, ,l ' ?, I,f h o- ;; 5, SHINGLE UNDER SHALL CONFORM WITH ASTM D226, TYPE 1. ' " I , , . CLEAN SAND, FREE OF ORGANIC OR OTHER DELETERIOUS AMTERIA�LS. FO INCAND. WALL FlX. L-� WATER CLOSET SCHEDULE it II ISI K �'?' I. 3I 1.'c ' r; „�h 1 I - �T�-T� TRACK LIGHTING DESIGN CRITERIA (FBC, SECTION 1606.2): I; III ,' I ", I' I I' i L !I q LENGT D UNBROKEN BY OPENINGS - S 10'-O" PL HEIGHT _ , 19. ALL SECTIONS OF C.M.U. GREATER THAN 4 0 IN H.AN 1_L 1_LLL_L1 DENOTE T. LAVATORY kI: WIND LOADS: ROOF 20 PSF 30 PSF AT OVERHANGS {( , I I 1 i i Ij' I I`4„11 11 1iI ; 1 I 1 ACT AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PROVIDE BRACING FOR ADJACENT WALL FLUORESCENT FIX. ( ) j1 ; 1;i. 1 ,I FORCES AND MAY BE ASSUMED TO TRANSFER THRU BOND BEAMS TO INTERIOR SEGMENTS. - DENOTES OTHER PLT. HEIGHT WAU_S 22 PSF ilt 1', I 1 ! w I `., I ' SEE ELEV. & FLOOR PLAN EXTERIOR FLOOD LIGHT a o - KITCHEN SINK I F 1 I FOR PLT. HEIGHT ® ELEVATIONS OR FLOOR PLAN: WIND SPEED: 110 M.P.H. 3 SECOND GUST 11 1 ,' ,i is �r FIELD REPAIR NOTES. . I' — {90 M.P.H. FASTEST MILE) I/z :I ,:, z, ,, _ .,': , ,.i, :111. o CEILING FAN PREWIRE - ;. cop- - INTERIOR 2x4 WALL W/ HEIGHT LAUNDRY TUB AO — WINDOW oR DOOR SNOW: N/A i, I , I I IIS : L i . 1 1: j + ''', s l ® SEISMIC: N A f ," ' 'I.I I,1 .'1 i I I'E i 1 ` 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY SUBSnTLITED WITH NOTED ON FLOOR PLAN U U X PRESSURE REF. I '1', .11 I ;:I r I 1 51MPSON MTSM16 STRAP OR (i) USP MTMf16 STRAP W/ (4) 1 4 DIA x 2 1/4 LONG q 22oV 220 VOLT J NCTION BX> REFER TO SCHEDULE I I I r:if ( i . i it ,I , i {i 110Y TAPCONS STAGGERED) TO BOND BEAM SOCK AND 7-10dx1_<5 GALV. NNl S TO TRUSS. — PLANT SHELF aD 8—4 z111 i 1,, I :? ;; ; ( ® JQ 110 VOLT JuwcroN BOX APPLICABLE INTERNAL PRESSURE COEFFICIENT: 0.18 II 11 ! I l;1 1 ) ,' 1i 1 (MAXIMUM UPLIFT VALUE 1000 LBS - CONSULT WITH ENGINCDR IF REQUIRED UPLIFT {UNLESS OTHERWISE NOTED) . - BATH TUB & SHOWER I, '1I III I , , I I i iI� II I' I I I'I, it ' 11 1 ;1 VALUE Is GREATER). L - CARPET TO VINYL TRANSLTIt?N 4 EXHAUST FAN WIND EXPOSURE: B (ENCLOSED) I III u 'IFILE COP 11 L � ° - .II ,., 'I I1 I ,' 2. MISSED "J" BOLTS FOR WOOD LOAD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" Q SMOKE DETECTOl ,I , 11 11 : ,11 f 8' ( 1 ,Ij 1 DIA. THREADED ANCHOR BOLTS SET IN A 5 8" DIA. x 6" DELI' HOLE, FILLED WITH I I W/ BATTERY BACK-UP r ;�. 1, I I I �A i,; "U.S. ANCHOR' ULTRA BOND QR 'sIMPsON�IPOxY-nE SYS1s'M FOLLOWING ALL — ROMaN BATH WIND IMPORTANCE FACTOR; 1.0 fp1, ) I , " q 8A - DENTES DETAIL REF. NO. L 1 ;a I ; 1 I "i OMMEN P 0 1 2 DIA x 5 1 4 LONG REDHEAD OR '1 PHONE . - 0 i ,,. I r,,,, , 1, ��I; . ,!y ��r ;, I , : I ;,, �uwuFi TURER S REC DA ONS, ( R / /, REFER TO DETAIL SHEET -a CABLE CONNECTION TYPE OF CONSTRUCTION: SINGLE FAMILY HOUSE ;;, ,;; �.. .,; HILT STUD EXPANSION ANCHOR BOLTS FOLLQWING ALL MAlLJFACTURERS INSTALLATION quad i, , s. PROCEDURES. RECESSED CAN LIGHT — SHOWER Appr By; 1 r, 11 i '_ �" BE 5 REBAR s? IN 3 4' DIA x 6" DEEP E - DENTES INTERIOR ELEVAT�N REF. 3 BUILDING DATA: w. , . , , PI, 1 MISSED DOWN RODs MAY suBsrmrrED WITH # / REFER TO ELEVATION SHEET P VAPOR PRooF SINGLE FAMILY RESIDENTIAL DWELLING: ONE 1 STORY CMU 1 � . i HOLE FILLED WITH "U.S. ANCHOR" ULTRA BOND OR *SIMPSON' EPDXY-TIE SYSTEM RECESSED CAN LIGHT ,i , I L ;t ;, , I� i ��" ,, . 1 'I . , FOLLOYYING ALL MANUFACTURER'S RECOMMENDAnONS. I 11 ' i r �,i f i 1 1Cpsr - PRECAST COMPOSITE LINTEL EMERGENCY LIGHTING W 1 Ll(C) - PRECAST LINTEL REF. BATTERY-BA.CKUP / F111 - WASHING MACHINE 'ti BFT 71 - PRECAST LINTT_L SHEET N. Flor#da Rea. Na l' I ISP 1! 1I , PC-0NLY — PRECAST UNTEL ONLY — WATER HEATF� 1 Q f 1 J. IId i i 1 I i h R {I 1 6 0ftte �a lj V I. 3 Iii } r �� i i I, I tl i , 1 (I: y II", i ; II, ' I it.1 I,` 1 HDR-1 — FRAME HEADER J ,i IC�1 II, I, ' , s 1, I :. 1: 1 I: I ! I I I i , �; I I lill , ��I! Adli 1 I' ll , f il� L [ ; 1 ,� �' 1iti --",- i ('s' I, l I` 11� ;III 1,.11 I f . I !. i. 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'9-1 S�Hwd '6 101 'V-i iINfl SI/Md IVki I >0010 Al iVId NI 03(hil SV e ONIMOHS dill cc A VA1 MZ4. r Is 19C JA. tII10 f - 9L Nomo 1z, 4 Cil t *-4 C9 ,008 iTAT q1 ! I vV1 `' a I t I° `1' f°:1 i1. , ! 4 1 v 1:vF p 1 ' 1' ; ' S ,,.� r 1 ,v i f 1:,11 °IC t� p,!. l� " ', lb d r t� k f '. 1 7 i r j,,t ,v 4 i` 11. P }t: ,yt :u1 r41 14 �,4 i, r 1� i �` dr r t i� `.! 1t r 'i •�° I �' 14 e r1zY, 4r ',11 S , , �t - F It tk , 4 p I A- k t G l V i f hM1 A 4 K i§ 'I al r '1 p a _I F y I I 'y o b,''j ti' ' + i�� sb.f V ;I! b ,, .,.. , `' . I .r,..` r r, G 1' I It, ,ill 1 �, , v', F ,,, '', { r.�.f I,! . ��'11,¢ 1, Ip11 ,.f Ivt,i In�1 y'Ii I e ' ,"'I!I I .,I ,l 1 t,r }r h,t Iv,l ,} ^ ,.r lj+ , `p�k,, r1 S�rlf SY;.:� I I ,7t i 1 I r1„ 1 i f1,1 �' 4 I 14 ',,Irq,lui } I� f «, r r' '. ,F. y 1 � at t ,' ,,:., ', �.i��11 `�„i�alIl y�F,Yfv`r:. - 1i ` ` '' 1 J. 1 1 t °'i "^ f z , '1:i ;.. 'i , " 1..1 ' , �� , TRIMLiNEORIDGE VEN TORMST019" �f , , } www�ii 1111 - f I - , , � , -u 'i" " 11 E i': , "' ', I 1� , , � I 1 �- , I � t I , 1 , _ ASPHALT SHINGLE 11 !,�ti I � l." ':_ �l'! ,�� > _ NAILS RIDGE CAP PRE NGINEERED TRUSSES RI ,I I (/�.\] >, ..,;. , ,��iI _ :, , 1, � , ,.,i d � 4 r�I R 24" O.C. X � i e I 4, I I § 'rl i ,, �� t 1, i' �� ', +IM11ApiE: .It ! !f �' 4 tl p I i SPHALT SHINGLE h I:` ,, k 1 I ,1f II I e ! ARCHITECTURAL SHINGLES ' II, ''fI I I 11 �, , I' , LT UNDERLAYMENT I �„ iI�I } I, I l,; ! rt I r : f 1 I i I'I I .. 1 .,. I I I , I } ,; V) 1r5* FELT ON 7/16 OSB OR - , _ ., !III I 1 jI 1 ii' 1'] '1 ; ''1 1 I �l' ; 15/32" CDX PLYWOOD r . it'l )( 9. w I i I ''I , `� I' I; I i ALUM, DRiP ... :�, . I 111I t=,. d f 1 l I �ll � 1 t i �'�I �i 1 I , , �i#1kl L I l.: .. I I ,. 14 1 1' k` ;Iyy' }}EE ' I'l ALUM. FASCIA OLID SHEATHING ;... I I L 9 i. ! 11 I, 2X4 SUB FASCIA ROOF PITCH 1w I fi II I -,1 . I 1 1 vo I 2 S I ! " 1 I '1 n Ir ;� 1�,'f I Ii ! °, II,V I� I � 1 !I h I 'I��I I � VENT. ALU 1 -4 , 11 ' , M {I a, II, , � I I ; 4 _ - �:I. fi,, ,i1 ,.1' I' 1 ,;I I , I, i E �I ! SOFFIT 1 *1 I i° i , I ! ' � (✓ SLOT W07H ,i , i I 111 - LOM PROFi E 13'NFA II I I I SII 1 i , 11 I 31 011, I NIGH . , ! 1 G I; I I 1 1 PRIM it NFA 11. ; . , II srt �p�i�s y 11 it °as�jlaw w I k III. T' ''I �II 11 � 'i 1 11, SHINGLE A TTA C HM E T ;L1 1. .I 1 N DETAIL I. ....,. Iif lIj ,�� OVERHANG DETAiL I '��I 1 i , I '.y�a i t S i 1 III ! 1' SCALE NTS fl 'I i I,I{ I , 1 .y ` , . I,ij .I i, I a, 1, 11 , "_ ,_ x 8 4 a I' 1!,iiid, �'I I �! l SCALE: -1 a11 ,I I� a 1` ' I ^ Ii . Il i IItil�� '�` 1! � . � , I I 1 iiiiii 11 I # I f, I . t � > 1 !�I1 I! f ( P II I�, I, I l Ii III I l 'l 11 { I' t' i. r " SHiNG � OVER 15# FELT p I I £G' I X111, f 11{�'4 I ! I i I I3: ON 7/16 OSB OR • I :lin1 1 15/32 CDX PLYWOOD a4 jj�j ,I i ( I ` k Iit, " TEXTURED i I , �. O I I III: � i ` =`l �� E 1`. '� , ,'. i MASONRY PRE-ENGINEERED TRUSS ®24 �, II , 1 FINISH O.C. W/HURRICANE ANCHOR a P I REAR ELEV. �Q ,� . . ",, I ,I,1 ,I' ! , 1 ON EA. TRUSS t-3 w� I i intI I I 1 l 1 i I. 1�IT ,,It I �l ( ; I I,I SCALE - 1 4 = 1 -0 .� I':' I 1 I .4� r il : 11 1 111 Ii; I I i W 4 ! I. SEE ELEV. IIt (4 ' I,, 111I ,ij�I , I l l I I 11 1 (11 I i. I I I , I I i 11 ({ INSULATION AS SPECIFIED 9 I � i3y f ..ii { , } II �7 , ' I O ' 1 1 I - I�i. ii , I�ii I 1 ' Ill, I,Ir ' , „ GYP BOARD I g I' 1 I i I;k-' I IG g,I ilky 1 , t "1 , ,1 1 I 1 , �� 1 I'�'. I I+I ',,.i° (A/C SPACE ONLY) V11I 141 1, IIII ¢1I 3 a , r 1 I ) 'k 11 i 'I I' 4 ,, I I V I I d I i i° I 1' 6I, °' i1., , • ` ' DBL. 2x12 #2 S.Y.P. BEAM W/ W ; i yy ' 't I Is , 1 i 1 I 1 f E 1 I11, �I I �� I � N 1 ' 1, I I I 11 , '- ' I, 111 €!; II 1 i is {,1 }'.i `` 1 11'` SI�jtI!, 11' II�1 '11 I' , I I i . `1 I I I , I Vii' 'i � I V PLYWOOD FLITCH PLATE1 . 1 . I I : , if1 j :� : 1 1 � .11 it 1 r I ; III , i 1 ! 11 . � I I 1 , 11 ��r li� I 1 1 �� I I' t""L �[� I 1,0 Ii 0 1 11 ji, � III I � . �L I 5lf:I �1. : ii ' r� 4I I : I I( I it1 . 1I I � IA � : . � I I L �It (.� I - - I I Ihu I 11� it''I 11 p !,I t1 ,4 1, 9 _ III a I I� i` I 11 I 0 I. Il. i i i1 I!I r , I ,I 't � TYP . SECTI0�1 C OPE �11l� G o ,ki I" , 1 . I III I 1 F81. ' ,I i , �, °I, I�� Ir 1 1 I ' SCALE: ["=1'—Ort F t/l 1 I f.i 1 1 I 1 d. 1 ! y 0 Ii ,n i �i 14 +I ri I r 1 �# 1: I ,I j q' , a ,I ± _- c { 1 1 t' Y � I, , r i t , 1 f M iIV ,�.� I ,t , 111 i pl�,,III} :I ' 1 t 1 1 r I'IkCL I , Ia a i fvl I, Jill,I II t 1-z , 9 _ `�/ `E if; 4Ib I, t i 1 �y`� 9111 rk (I�€ Sd'NId 11 !d 4 �i, ! (j ,Ii .1 { i I i "� 'I i .�1t1 a1 }11�1'I r, 111,.1 11 .11 I t I i ,11 i 4 '' t' � I'I. i( iI, :'I':1 ji I Il a) 1 .. a F.i.y W I , ' '; �I 'I: 1 Ii i IfI I o � U t , .1 R ARCHITECTURAL ' ARCHITECTURAL 1 11a'k. 1 11 FI I 1 i. I I 1 I, 1 r 11 , , ;i I r I „h; I 11 SHINGLES I I I 1., 1, 1 I I i I HI LES M — I t !I� } i i f , S NG M Ili I ; ; 1. 4i 1 j ,� L ,It .�_, , � 1 Ii; , ; " (� a ROOF PITCH � � '� t( � ,1 I ,' 1111 L�;'''' i I I. n' ;i} ill x .,1 i',I I,! 1 41 I Ibll'r C l',x, it i I^' ,. 1 1 }1 R 1 p@ I pq E I il , I i'`99 1 1"{I C 1• I G„ 4 1 1 I ,;.. b l ) (, t:l 1`: ,I1,[ { z � �/ „,�, ', I ,f 1`,t'�j1111,t,t 11I . ) d it i. 1`di Li¢;i I: I+ I” ij' .; 11> II 1.,1.i..... v, ..., ,I I,1 1 1�,1,1� I I ,,,I' I,,: V j I*!,., 3 {I o. ¢ [I1 I .I, , 4 1ylta ! I " �' 4 ,,,. v.' 1 f 1 I .I'I.it t'' I, ,.,:',I ,..k , I :e 1�x�1fnt31 �. 7 r ,, ;I}, I t II 14 .:,. p , ! n t ll ,t ' i 1 y, Ip`i f is I I i ji,11 i1,, nl,,. 111 a1 1}II, w r 'I ,,ti 1 i I, 1, 1'FI' 1 4��1§e �" I I � � -P-4 i 3 r T ' ?Iy{i` �4 11 11;1 j�i; i �, I t, { !, t + . �.. - •� � �r.._� a� _ _ _ 1 .� I I ^ ■! '��M ii I" rl� 1 FI M OJ _ { A '` .� r 1 I 1_ I .. .._ r PQ 1 I � , I I I 1 �+- � O I it '�11.;,iii : L., ,I • p �� :. A 11;'i I �-- i I I` i I I q � , #1 I ^3: _ W I1, f �: , .".. ', �' 1- JI. I I ( 1 .,^3 .�, „�.tri � uI jI �s,` I i 41 :( 1 €, I I —d i , 1 I, : Q �, , I I ? 3: Ill � i I Y': 1 I i; I ?,1 jf-{;p; a, 1 , „ J 11 II ip ` + 3 ; . I .. .. 3: d ! - ! 1 1 F1.. III I I° 11 e , t ��,. a t1I i1 , 1 , ,I a g r I I {� ,I V ` , i i1: 1 It ,, , ,1 , 1 _ TEXTURED z TEXTURED O itl� ill4 MASONRY MASONRY 1 I ,I t Is y ., 1 1 i. 1. I' LEFT SIDE ELEV. FINISH I 1 s 1 RI H T SIDE ELEV, FINISH a II SCALE = 1 4 1 -0 SCALE = 1 4 - 1 —0 I �, I i 4, l:i I •j. ^ M I .. 1 , } ^ 1 i NI I t , I " I I jI ��l � I II I I , ,� i 1 �, , � z i 1 ' ' I I I ;, I I L I iI V .� j f ■ I I ', 1 CHITS i AR CTURAL i. I.14 1 I 1 t l. i. 1 , ARCHITECTURAL SHINGLES ' ! 1 I SHINGLES �� I 1 �' ROOF PITCH I, 12 I L I � 1 I' I'1 1 I, : I 4 II 't 1 1 I I i I 1 I I' 1 I' 1 41_1 e I it I 11 . I TRUSS BEARING 1 I` E (I I 111 I II 11L, � II - I � 1, - � I � 1 . l 1, II . 1I I 1� _ , ; i� : , I I I^ 1� I I I � 0 ,, I, '' . . i L 1 tj � , I , I 1; � I I I I I : - - . ,I - � I I � I I I i : �: 1 ..I; , ,. 1, , I I I I 1 - I .I , � � I 1 1 I WINDOW & DC3QR PRESSURE SCHEDULE ^ I I� 1 � 1 !' 11 '�,,""r,, , I I: II 3' I..... i ' I RE P A E i I , -�- F. POSITIVE PRESSURE NEGATIVE PRESSOR U,., �r,:::�Fl I �, ' .I i , ; It r i!II . ; I i,l k i — � DR4N piQ! 1117 I� j. , 11, I ,: p t 1. Il. k!;:�I o. �; i I,� •.�� " ! I 1 Q + 21.8 PSF 23,6 PSF I j ' i 1 I I 1. ; II I1 ill + 20,8 PSF 22.6 PSF I I�I^� , 11I I, l 01�p �.� I .[ Ir,I :h , .'I; iI`r ,t °., E' 1 It 1 c + 9 5 P -21. P F I i t,l ➢ , . i li!, ,, ,1 d , 1 ` l`, 91 . I 1 s o 1 . SF 3 S 1 ` I ,11; I ,1 .,, ,,I I ,I r i !+ FINISH FLOOR it'�IIBiOM g f §„I: l i i� ,. t I ,:.�., 1 ;rl 1 P,-..E:,t 1, 1 1 I I 1 1 ,:�. ,1. k, _,,,,,1' , :I ;. , 1 I ,,,,II ,''; 'I:' 4' f' ,. ,,t, i ;,4 s^ I ly :, ,n ;1 ,1 t.. " D + 1$.5 PSF -20.4 PSF 1I Pt,:p `.y,k "IIF 3, 1 . : 'I �. #., s Ill 1 {, s h'e ' ,i IF :I 1 t,11 I "Iwli :I. oD TEXTURED GATE OF CyMYIQ DATE o f �ff �� 1 I "'i, 'f, , ,, . I 1 3: Q + 21.8 PSF 29.1 PSF � I 1 I • ; I F + 20,8 PSF -27.2 PSF MASONRY DRAWW I 3: I o FINISH 11 !I . if ,I 1 i I + 19.5 PSF - 24.6 PSF FRONT ELEVATION I 1 I , ,I' 1 i 1; Lpi2 ,,,,r 1 I � , ! 1 I off + 18.5 PSF -22.s PSF SCALE 1 4 = 1 -0 scute AsxoT�D ' 1' 1 ,! , { S ! .. 11 � ' 1 ' ,, ( Y 1 1 1 t , I I. i I, f�a '111. f 1 l i +411, iR:�RJF' I I. I. 11 s ` I I WIND PRESSURES AS PER SECTION 1606 OF THE FLORIDA BUILDING CODE ` �1, ' i 11 �Ij t�' I I ' I 1 �' 2001 EDITION W12002 REVISIONS(COMPONENTS&�CLADDING) { 'iti I ` 1. I.. 1 ft It, I A. , } } I :, d 11 rI } Ii I - - - -. fks�tCd I : I, ' �' I *tfv 1�;f G ' ,1 ,I I 1 11 1 I , :I I !, ,I , 4 , , , Ii 11 I 11' ,l , r ly a . l Il I f ( ,1 ,j. 3, t �'�� , 1 E i j I t P II I iir 9' ,I rr,. I , ( -�. Y fVi f111t< 1 r ('I r ,+I i,t t' I(I l,,ii �:' 6 7 I d I �,� I ;Illy :�I: i ��it ; ;. ` 1 I T", `Ili, I� i 14 i I I1! ` I I ,I i ��.I p ; I 1 d , , I I ,, i 11 R d i, i'I I l tp E , ,,, ti ((f 111.', r , ;.I ,. 1; =( , € ,. `, ' c ,,;i 1 'tr3,'r-P � f,„t 6 , ,. ,. > 1 ., r r.., 1 _.. I � I, ,,fi. I i COMP, SHINGLES OVER 15 FELT INSULATION AS SPECIFIED p t >' 4 iii Ili ,,�� „ �`, �, ON 1532” OSB OR (A/C SPACE ONLY} I ii1532 CDX PLYWOOD �, I l "If 1 I . ItI . 11 q t, :11LEGEND ' �'� '''II°I ,?" i !`I ( PRE—ENGINEERED TRUSS X24" II ;it 11l,i €,� �, I 1 O.C. W/HURRICANE ANCHOR E 1�.I i I' r { I ''' I s t ; -t5-ROD IN FILLED CELL lj�l3 S 11I I { ON EA. TRUSS S . FT'. CALCULATIONS F ,: 1 I'�I ' - FILLED CELL(NO STEEL REQ'D) , . �a 11 _3 13 16 10 3 13 16 2 9 II I I :y�I �, 12 -zx4 FRAME waLL I 1 ' 1 SEE ELEV. f ' : i I i ; � I , Y I I 7 —3 1316 3 1-1 1 �8 3 5 —5 11 �16 -8 C.M.U.WALL LIVING 1450 1 1 I i 1 i�Ii li it I ! I � i � I . 4'I, , I I \_ GYPSUM BOARD OR ® ;INTERIOR BEARING WALL ��: I: I I i I � I �" U.S.G. SAG RESISTANT 3050 SH 3050 SH -DENOTES 8'-0"PLT.HEIGHT I CEILING BOARD OR EQUAL - M7cn��w ILI! NEW FRONT COVERED PORCH 61 I ASTM C 1395 / C 1395M} It. —�- —� A/C SPACE ONLY} ua _.N_.._ ..._.w�+_w..:-__ _.. ,.�w gi x�\ DENOTES 8'-8Y PLT,HEIGHT \ " s I -DENOTES 9'-0"PLT.HEIGHT t I SEE HEADER FLAN N I ' `r T-T��-�-��-rT i Q) 1_1_L1_LL LL -DENOTES l0'-0"PLT.HEIGHT (. , II i - I 1 1^ ' I I Ca ? 300 :r d . , , -DENOTES 0'-8I 11 �, , , 1 "PLT. HEIGHT CAR PORT 396 G �.. - Bedroom , % 1- 1 I , TYPICAL FRAME HEADER f rrr, d., r::. .,:.,. NOTES 11-4 PLT.HEIGHT r,, -DE f p I � `I , IN" , TION OPENING g r I ,; „ . il E C -I ,I _ i,;::ij,;._. -DENOTES 12'-0 PLT.HEIGHT TOTAL AREA �' ii I, U H �. _ I Bedroom I, ! SCALE: 11=1'-0" H i o2 °= 2 `� lizi I 1 ' I FBC n -DENOTES OTHER PLT.HT. I s s UNDER R04F 1907 NI r '' ' 1 i, I ;I I ! '' SEE ELEV.&FLOOR PLANS I li, I 11FOR PLT,HT, -INTERIOR 2x4 WALL W HEIGHT I � � V I� � 4% .. I i l li 1 3 1 f ,' i s NOTED 0 PLAN N F1A0 R ( 1 �� i Bath �, " o I f I 16-0 1-0 -PLANT SHELF 8'-4* ^+ k . - - /�' fI f , `..i r M I I Ii I I ., 7 u i E :. l 1 I .:,. (UNLESS OTHERWISE NOTED) U O Cl ,.,i { , �. a Z ,c, i. " I: , `in t 0 w D a� E CIES DETAIL REF.NU R N M E r BE �aS TOTAL E ;: O LAR A , , I I I `� # 'J N s• &SHEET NUMBER FOR DETAIL #`' I o � 11 r ^` LOCATION . a U W .E i .-K� - 11 � " ,� � I ^ , - I : I , k 11 ,� I L, ,dr � - �, !! I 3� in I . k „, E : 1 - .., 1 1 '. _......_..__.._-- - ... CV A DENOTES INTERIOR ELEVATION REf, *., . 1 � II ,r I E WH : < I TI ^" I . 9 x I 11 ! &SHEET NUMBER FOR ELEVA ON p i9i K W I I ` Bath d, ; I .,: -• I I PRr�nSr YL -CA TO VINYL TRANSITION :I 00 HSR-i CARPET,n I , I ; @ 1 IEC I ih : , If7 I I , "--^' LINTEL REF, { M ...:.. Ir4 PRECAST , 1 i ; -IrI I I -� I ` 1.ALL INTERIOR WALLS ARE 2"X 4"CONSTRUCTION O 1 K�� Ln , u; d Bd ti III 1i WOOD HEADER REF, i6 O.C. , - 3 I (0 INr T`� r�r f1i • f 1 ' c' ;r — -FLOORING TRANSITION E ii [ ;I, I I \ I '>: r I 2 VBtIFIEp BY WINDOW CONTRACTOR PRIOR e -,I: '+ 1 ,S.n e. 00 TO CONSTRUCTION. p Y • 1.ALL INTERIOR W Z X 4 CONSTRUCTION E ; AH U r MDR-1 24 Oy� V .C.EXCEPT NOTED WET WALLS 3.PROVIDE BACKING FOR KITCHEN CABINETS I �- I ( ;: '° f I tV ;� NOTES: (SEE BUILDER FOR LOCATION :I i ,rX111 "" 'I '``' %� -� FOR TYPICAL DOOR AND WINDOW ATTACHMENTINTD FRAME HEADER SCHEDULE. C ('� f} \�``'- 7- MASONRY SEE DETAILS 103 107 AND 108 ON THE . """ i S k, '.: 7 ' , I i 2 2x12 S.Y.P. W 1 2 FUTCH PLATE i=# r � DETAIL SHEET.FOR TYPICAL DOOR AND WINDOW HDR-1 ( � I `V I ATTACHMENT INTO WOOD FRAME SEE DETAIL 109, MIN. 2 ROWS 16d GALV. NAILS AT 6' O.C. ,� f = 10,AN L�-1 (2} 1['xttr LVL (TOP 0 8'-1' A F.F.) U 1 D 111 I �`+ f �" SEE GENERAL NOTES ON THE COYER SHEET MIN. 2 ROWS �6d MV. 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NAILS AT 6 O.C. H AI l i W SCHEDULE U LE c 4 .7 WIN CJ - , " ,_ " G a s ° I , {11 11�1 mmmm_ _ I ' o , ' l SINGLE HUNG BLOCK WINDOWS I ./ 11 ,;I; cALLOUT cooE C 0 D E S I N EFFECT: CALLOUT cQ '�_° , HDR 1 ;!1;; I I SINGLE SINGLE R.Q. DOUBLE DOUBLE R.O. 3: i I I II I 1 , SH-12 C-12 19 x 26 FLORIDA BUILDING CODE 2010 HDR-1 I ( I, SH-13 C-13 19 x 38 10 1 SH-14 C-14 19 X 5Q (2) 2x122 S.Y.P. W/ 1/2 FLITCH PLA 1 � 1 MIN. 2 Rows 16d GALV. N AT 6" °.c FLORIDA BUILDING R E S f D E N TI A L 2 010 i . SH-15 C-1S 19 x 63 { I SH-16 C-16 19 x 72 FLORIDA PLUMBLNG 2010 SH 32 C- 2 27 x 26 HDR r 3 I FLORIDA MECHANICAL 2010 , t { ' Ii 5H- 33 C- 33 27 X 38 _ I ,, , , I SH- 34 27 x 50 _I 111: ,, c- 12 NATIONAL ELECTRICAL CODE 2008NEC 1 SH- 35 C- 35 27 x 63 �, > I A EI ( 'I€ —5 13 16 —3;1 3 3 5'-8 5/16" 3, >, 3� 2'-- 11 13 f 16" I 11 I � '{ ( i 3 1 I i , , i! 'i t 1 I ; � SH- 36 C- 6 27 x 72 .: 1 II'I I:I !,tll,I ! I III r f - SH 22 C-22 37 x 26 DBL SH-22 CD-22 74 x 26 �1 I. ., , „i, '—1 1 4 it 11 1, I s ; ; ;111 = I �, I , , s 12 —3 318 24 I I It I 74 x 38 :, SH-23 C-23 37 x 38 DBL SH-23 CD-23 1�1T 2010/140 MPH ,. II , {;: ,11 , ,,; : SH-24 C-24 37 x 50 DBL SH-24 CD-24 74 i 1 ,, 11 11 1 :=I � 11: _ WINDOW REQUIREMENTS `;I I ; : I. SH-25 C-25 37 x 63 DBL SH 25 CD-Z5 74 x 63 j I, Ir+ . 1 36' 4 EXTERIOR WINDOWS AND GLASS DOORS 2010 140 MPH I I, f � 11 SH-26 C-26 37 x 72 DBL SH-26 CD-26 74 x 72 ill MUST MEET THE REQUIREMENTS OF R301,2(2) E X TE R I 0 R D O R REQUIREMENTS I It! I l � ,Ii ' I SH-3Z C-3Z 53 x 26 DBL SH-32 CD-32 107 X 26 OF THE FLORIDA BUILDING CODE I , ; I! t II ' I s - - 107 x 38 2010 RESIDENTIAL EDITION 1 ,,,, 5H 33 C 33 53 x 38 DBL SH 33 CD 33 a , , - I . .:; EXTERIOR DOORS , ,: _ _I_ _ ' ' ; i ' <<, �, ; - $3 x 50 DBL SH-34 CD-34 107 x 50 ;, I .�1 l 1 I SH 34 C-34 EXTERIOR WINDOWS AND GLASS DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND {` I 53 x 63 DBL SH-35 CD-35 107 x 63 1 1;11 " SH-35 C-35 NEGATIVE (MIND PRESSURES AS DETERMINED !';.`I: I - x 72 SHOWER HEAD TESTING AND LABELING EXTERIOR WINDOWS BY FBCR301.2(2) , i.. .! ! SH-36 C-36 53 x 72 DBL SH-36 CD 35 107 , 1K,I ,,,! , , E-, � f l r. I, :, : ,, u , TOWEL BAR CONFIGURATION AND GLASS DOOR SHALL BE TESTED BY AN APPROVED f C. 0 0 F A Y A T , , „L;, f INDEPENDENT TESTING LABOR TOR AND BEAR AN AAM E TERIOR ORS MUST BE MEE OR EXCEED 1_ I �, , I U G FRAME WINDOWS EI11� SINGLE H N 1 T z C ® c " 2 ° x D v I 16x 2 . , . : i ,; '; OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MIN REQ. OF +33.7 PSF -36.7 PSF ;i I �i,jj C�'` = , ,, MIRROR MEDICINE E,I r! �; ::f .,I.€I ,., II i ,:.: I. I. � ,I I '.,. it I i : ,,.I,, i: , , ,,,,. ll MANUFACTURER, PERFORMANCE CHARACTERISTICS AND I CALLOUT gg �` {., $s qq �...I I ,,, ,I;'{ ,. ': � ,, ,, ,. : � INASNOWEROR �' :. � ,^ ed r,r (>-�I'; .I {,,. 6 u ,�. s, .. I 1 f,,. ,, I ,i,p. ,. ,^.P, I ^ ^::; s ,.a € „, T APPROVED PRODUCT EVALUATION ENTITY TO INDICATE f SINGLE R.Q. ovatA TUB mq 5H0 ( , I„ I I ,,, S \\ GARAGE DOOR SHALL BE TESTED IN ACCORDANCE '_ ► FLOOR PLAN 1 - I ,,, L1 �1, �, i, f.,fit o COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING 3,L,I,: . I , : f I , r 1 -:1 k i ,,'., \ 1,.-,' . . (.. : . _{. \ » n WITH ANSI DA A 108 OR TAS202. FBCR 2010 1809.7 1 SPECIFICATION:i, sH-2030 CI 1.., .I a, f 4 s o SCALE 1 4 1 0 C r ',..�. ,,I. , If1,.. I .,..., , ;, ,.,., , -I ,.r .. ... II., , ,,.;. I, ,�. h „1 . !( i, .I NOToeovEn, . ! S. UST MEET OR EXCEED OVERHEAD DOOR M I 5H 2040 24 x 4$ SHOWER ORVANm o , iii- I,, -,,: ,I ,,, ABOVE VANITY WINDOWS--ANS AAMA NWWDA 101 IS2 2 97 +31.0 PSF —35.1 PSF i / / i 11`I :,. NorAeovETua, / f MIN REQ. OF / . ''-.E s l :I, i:,, : _ ,, -2 5 24 X'6Q t N SOAP DISH A , .1 ; I , , tf, I I . : z SH Q0 0 �I sHOWERoavANmr ---� �y COMPONENTS AND CLADDING MUST MEET EI 11 �I I I i 4 x 72 O \\\\ ❑ MIN. REQ. OF +35.3 PSF/ -47.2 PSF I „ ! I SH-2060 2 ABM TUB WITHOUT SHOWER R, -- N Y "` CTRLS �tliqlI. { ��, , 11 1,1 13 x 18 r,o, ', 5H-3030 36 x 36 d [ I 1 I SH-3040 36 x 41 cn ,,. SH-3050 35 x 60 .- C� C? DEQ► G"K01 �. u.. I. ii ll I I 1 G7 I ,, I .1 SH-3.060 36 x 72 0 o 0 0 o c I fIll ; . I �� o w o0 0 �'. o 0 0D o a D. -DATIE I $ -0 NIGH S G. oo 0 'I'll , ;=h ; III a �j o o o ar ' ! 1 �I i� �f a, ,I' I I a I j q o �f I'lLO I i I1'I I+I ,I` �I 1 ` '� I - ; I , ± I ,It _ CALLOUT BLOCK R.Q. FRAME R.O. T.P. HOWER In o o � � � LO � � I N , I , r' �'�, :€ ,,, ,,11,, , , ,r! I i. '1� , }f�,1 ,I `I 1 ,r a tet- DATE OF DWO DATE I Iw�i I �! �, I ,. ( 1 l I � > > 1 �.i v. „, 7 .,J 1 ;,y . .i+ 'r , „ r,r. ,. ,i *,v�i'4lY ., ,. 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I � �' I � � ! , __ � 1,� ,� , , I I �,' '11'-1 !_-h Itil - - ,!.---- � , I il � . - I I I I � s I I __ - � I __-iij , � __ - __ - - ___ I __ __ - - --- �__- I-____ ---- - _ - - - -, - 4, - � " --____ - - - � � - fl[ jisl I �I�, 1 . i } 1 3 f " i p �: i l �� I tI L 8: : i 1'I . i i III s ' ,1�1 ,I'14 !,l'II,I'i 5 i '`111 ,€ E t tlt'I ., rIt;i i-• :f,, re Ir,IFrp!n i i , i! i$ :I I +1, i !J; GENERAL NOTES: the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated v+.pith termite Glay Masonry{Brick): N i ; l ( ,r I i DESIGN SPECJFICATIONS: J f w ,I, 1 '! i Ii ;( a 1 1 I I," f p 3TRUGTURAL STEEL: oison before slab is placed. rI Ii' .,; , > �' I 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and i , . ;, 1 I F. i s these lans Is limited to the structural re uirements of this roject. e shall conform to AISC S ecifications for Desi n and Fabrication and c � z , i G a ,I , # 1. The scope of p q p , es ectivel Grade SW shall be used. 1. Structural ste I p g I f it accordance with the 2010 Flonda Buildin Code, Structural fill shall be Hollow Brick, r p y. 0 m . Elft li;.''• li 1 i Protect has been designed in 9 t i, ii tectural civil site electrical mechanical lumbin and HVAC), waterproofing, and 10. Footings may bear upon undisturbed soil or upon structural fill. ection of Structural Steel for Buildin s latest editions). o o :. I ;,: ,I, 1 1i 1, ,l Archi ( ), (p 9 0 al and the Florida Buildin Code, Existing Building (as applicable). Er g 1 ,, I:., Residents g of addressed in these laws. i , flashin re ulrements are n p t . q compacted to a density of at least 95/o of the Modified Proctor Maximum Dry Density • ,i,f(.,II �. �. , I,, g bottom of the footin 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c.vertical a.Welded connections: AWS D1.1 � � i [ +- ,I 1 1, € (ASTM D1o57}for a depth of at least two feet (2-0 } below the g t . ? - and 16"o.c. horizontal. Additional ties shall be provided around all wall openings greater b. Structural steel shapes, plates: ASTM A36 ■ I r' , DESIGN CRITERIA: 2. It is the intent of the Engineer of Record (Engineer)that this work be performed in i either direction and shall be s aced na more than 36"o.c. and placed vrithin c. Structural steel pipe: ASTM A53 or A501 �' I! ' conformance with all re uirements of the authorities having jurisdiction over this type of 11. The following minimum concrete cover shall be provided for reinforcement: than 16 In p d. Structural steel tubing: ASTM A500 w I I I q Wind Desi n Method ASCE 7-10 construction and occupancy. „ g 3" Concrete cast against and permanently exposed to earth 12 of the openings. a� ft ea h or heather I 130 m h Co trete ex osed to rt �c Wind S eed: 2 n Basi s i I' i p P � � p i Building Risk Category: II 3. The contractor is responsible for the means and methods of construction. It is the 1 /� Concrete not exposed.to earth or weather 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a 2. All structural steel connections and fabrications shall comply with AISC specification Q r Wind Exposure: B (Enclosed Structure) contractor's sole responsibility to determine the procedure, sequence, and temporary hook embedded in the mortarjoint. Sheet metal ties shall not be less than No. 22 gage by = ~ ": d fastened with 1 '/" alvanized roofin nails. Adjustable or strand wire 3. Steel shop drawings shall be provided to the Engineer for approval poor to fabrication. E Building Classification: Residential bracing as to insure the safety of the building and its component parts during construction. 12 All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum 718 corrugated an g g , o L I' I Building Type: Type V Construction lengths: veneer ties shall be used at CMU walls. ed in the wind-borne debris re ion 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall not o o I Wind-Borne Debris: NOT locat 9 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing #4 bars: 21"minimum #5 bars: 26"minimum 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting be used. ♦+� all be the res onsibilit of the ,vork. i imum brick veneer over openings. This angle will not be required for arched windows where o V , I (- Unless otherwise noted, protect site considerations sh p y #6 bars. 32 m n - ortinc. if the len th of the o enin exceeds 6'-0"then the steel angle shall 5. Bolts shall be installed to the snug-tight condition -u.o.n. a brick is self su o 1 owner and/or contractor. Examples of such items include, but shall not be limited to, 5. The contractor shall su ly, locate, and build into the work all inserts, anchors, angles, pp 0 g P g 3" a L pp II be used. be attached to the wood framin with 3/8' x 3 lag screws @ 12 o.c. or Simpson /4 x ound corners or corner bars sha 9 -� . determination of grade elevations, drainage features, and special requirements . plates, openings, sleeves, hangers, slab depressions, or other components as may be 13. Reinforcement In footings shall be bent ar associated with F EMA flood hazard and/or DEP zones. re uired to attach and accommodate other work. SDS screws @ 12"o.c. 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide) pnmer. Pnor to .�.d q painting, steelwork shall be cleaned per SSPC SP 6"Commercial Blast Cleaning". �! � ' 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing �, - i, G shall have ends which are a> 1 and steel. Su art items which bear on exposed concrete surfaces 0- ! ( DESIGN DEAD LOADS: 6. All details and sections sho+rrn on the structural drawings are intended to be typical pp N WOOD FRAMING: 7. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel k ex ce t where la stic ti ed or stainl ess steel. ai li I shall be construed to apply to an/similar situation elsewhere in the vvor p P pp surfaces exposed and visible to the exterior of the structure. r Floors: indicated otherwise. 1. All wood framing has been designed in accordance with National Design Specification S o >_ The design floor dead load of 12 psf assumes a floor system utilizing wood decking or n. 8. Field touch-up after installation where required to restore final finish. _� NQS for wo od constructio n"2005 editio t ood subfloorin over wood truss,wood I-asst, or solid sawn lumber framing. The floor fer to the structural drawin s for all structural details and sections. The contractor shall MASONRY: ( ) w J 7. Re g r 9 0 e car et vin I wood or ceramic tile. The En ineer shall be ' � I I � 11: , 1 covering is assumed to b p y, 9 contact the Engineer for clarification in cases of conflict between the structural drawings 4'� 2. All wood members exposed to weather or in contact with masonry, concrete or soil shall be N L L General: = (� overin s differ from the noted assum tions + re ared b others rior to commencin work. C ORS: - ,•, notified if the floor c g P and any dra vings p p y p g W + I treated v^rith an appropriate preservative suitable for the exposure conditions. HARDWARE AND AN H 11' I,r x The 1. All masonr work shall be in accordance with "Building Code Requirements for Masonry � _ M i,,I . I I It is the owners and/or contractors res onsibility to obtain a soils exploration report. Y i; I I�, I i Roofs: 8, p don an wood member then all nailin shall require hot-dipped 1. All framing anchors and connectors shall be manufactured by Simpson Strong Tie, i, I". 1. - nd S ecifications for Masonr Structures,"ACI 530.1-08 3. If ACQ treatment is use y g Wood Truss um allowable soil bearin ca acit of 2000 sf. Structures, ACI 530 08, a I, I', l Metal or Shingle: 10 psf(Rafters)7 psf( ) design of the project structure ass es an g p y p p Y e galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50. If borate United Steel Products(USP}, or Engineer approved equal. 4) Concrete or Cla Tile: 15 sf The En ineer shall be notified if soil conditions encountered differ from the not d ' O III Y p g essive strew th of 2000 si treatment is used then alvanizing is not required. a „ :I assum tions. All re uirements for site re aration and soil compaction specified in the 2. Grout shall conform to ASTM C476 with minimum 28 day comer g p g Refer to Architectural Plans for Roof Covering System p q p p I ,i e mixed to ravide a slum between 8"to 11". 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM -a soils report shall be followed unless more stringent requirements are specified in these per ASTM C1019. Grout shall b p p 4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for F1554, Grade 36. ,^ DESIGN LIVE LOADS: plans. 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in Metal Plate Connected Wood Truss Construction (ANSI/TPI 1-07)." L v+ �' I ; 3. All metal connectors and hardware which are exposed to the exterior or in contact with � 'i I I .1 brick veneer. ACQ ressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM o Q e red En ineer. s: er s re ist p Floor es shall be desi wed b the Truss Manufactur g g L 5. All truss - � 4' g Y I GONGRETE: Cor ASTM 86 95 Class 50. I l Balconies: 40 sf xten I or A153, Class �, E p fall flashin s 4. The contractor shall be responsible for the design and installation o g � LL 0 4 40 sf istered � Decks: desi n notes with a re xterior ravrin sand E p submit sho d anufacturer sha) g russ M g The T g ,t „ 6. p - � or Structural _ - C u reme nts f rn Code Re I Tie c rdance month Build T b Sim son Stron rete work shall be m ac o g q r E ax -Tie SET or Ac lit Tie A - load 1. All cont 'v all be eithe g oint dhesl es sh Y p W 300 Ib cora I � 40 sf or 4. An h rY � Stairs. P ( P ) Engineers seal for approval Design notes shall include the rated load capacity of the truss p Y 60 sf or 2000 Ib oint load Concrete,"ACI 318-08, and Specification for Structural Concrete; ACI 301. : Garages: p ( p ) U : to truss connectors, and the manufacturer's license to fabricate trusses utilizing the (with Florida Product Approval} and installed according to the manufacturer s instructions. Concrete Masonry(CM ) n Z ■ i` F ° I All Other Areas: 40 psf connector system proposed. The contractor shall approve fabrication and installation Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. o I 2, All concrete shall have the following minimum compressive strength at 28 days: I 1. 1 I' ,, ,. Slabs on grade, footings, and mist. concrete: fc-2500psi 1. Concrete masonry units(CMU)shall be ASTM C9D-06B, Hollow Load-Bearing Concrete drawings showing size, shape and layout. W _ W 1 Attics: Masonr Units normal+w�ei ht with a minimum compressive strength of 1900 psi (f'm-1500 � � U r i p, , J ; i l ;± i;: ' Without Storage: 10 psf Structural slabs, walls, beams and columns: fc_3000psi Y g , i l�, : , I^ Designated radon zones only-all concrete: fc-3000psi psi). h 7. Jobsite handling and erection, including temporary bracing, during installation of trusses ROOF COVERING: z LLl �• I G, ,11 i f, , 1 With Limited Storage: 20 psf shall comply with TPI /WTCA BCSI 1. � Lu O I I .i g., LI F 30 sf fixed stair access , 1. The contractor shall be responsible for the design and installation of the roof covering o J 1l5 I, (:: it 1 ; C ,,. ., - 1. �11 1 t. 1�- Wig+ 4 h"2s-. e 3.yt,r I' I t 1 1.,, ( , r t I 1 //////////////////////-//, /// / / // 1, ,; E � Ill 7 a 9 1 kNls 1at'u 1I I4�§} 1 ¢`cl ,+r~. '`� pI; •dl .,r ti iI f.`".tx i41. A , k ,r. c � 1 - - ,: 1 ° .. ill l, �,I, -yJl r tilt � 11 1 r /�11 I I I I I ii. t, ,jf (o _1It I f 1 i i I �1- �I O .I... I ci 1 It II -1 I I I � Z z �' . , _ t, t I I ( II } i1 3y <i � Q m � i 11 1 1 ,' . c O I II C7 11 ( I ll , 1 0 a " i x I I �l Ilii II '1.I$ 7 •' 11 't �+ - p) ■ rxs M ,7 N, V..l � 11 Q 11 1 1�f, ` I �fl t I 1 7 {.t t I T I I _CC _ G V O L. L Y_ 11'lei 1 = 11 I . I ti 1 iI I I': I Z, I I O E O ti-1. 1 1 I. I' .U) *a t I s i N l ai` t I' — 1 I � I I 'I ll ' d I I ' ' II 1 E (j ) I. t >I f'' N I' `i' I 1 I 'i r 1 j � �, Q � ', f1 4.' I1I ) 7 c �I ' A is d I. ff i 1 ! i l l I I d I I,1 t• I 7 11 L m T • a I I 111 1.-':`� [ 'I ' '7,�i I I �.z 11ii l, I Ifa 1 , I�l I I Q I i �' w I Z # V I "' I 11 �I i 1 I =I i _ a < � �� 1 I I' qI ll; rl I fl I� I� kt1) 3 fii 11 l PI 1 (1< O .j m 1 1 t INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM) 4� iq• iI LII'�I' t, I 'I� ' IIII`I �I d'TO1 1p 11, 11 t1 I` 1 I 2'_p" AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO 0. �, .d r ,I,tl '111 " I�,, '1 I i�� ! I ` I I - + , i NEW POURED CONCRETE FOOTING 12"MINIMUM.TYPICAL-U.O.N. V I. t It i ( ) � 1 1 1i I I' ip ' _ m 11e ,p II I IIS I 'I V 1 1 119 " 11 tt ! f ! h e ii 'I. r �'d t fk �,,` I k1, " 1- 1 'I ¢ 1 9 1 Ii ',� ( , 11 , ! I ��. IIIII I +� eN hila ) I' I t'`If ;1 1 I �._ INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48'O.C. m I I I i kali lilt 11 f I i 1 d 7 tt � 1 ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL �- d " �tlil t dL 'I rl tII'l I IIi r Ii ul 1 BE EMBEDDED INTO NEW POURED CONCRETE SLAB 12"MINIMUM.TYPICAL-U.O.r� /— N. a �P�J ,dI"i19.1 ! t i I .k (� i ( ) I. ,4 I 4 I t " 1; �, �ro v E 1 I,6 ti I til L! ral I, I r .1 � __ c ■� il y ' tis[3114"rllt I; I r, r1, 7 p t l tf �i I q 'a 1 .1.II I {I P ,It,I61r i I I" r 1 I I n I41 1Y11 t`4+I i ti L p r' 1,� 1'd. rl �,� I. d a r..'l " , r'1 i�' d d.f. t i ttif 4"t.If,I,, °I('"'It" t � , 1 1 I f { ` r ji. la I+. r I it k 7 ' I '� ' �' � ca Iti `l4 t Iii, I l I II fit Ie, ', 1 Ii I .,,1 1 ' d°I. 1 Ir ' 11: It}I r. �. § I l �, 4 I'1 ,1'., I' " '1 I i f S t ,, 1 s f I.�1: I,i i. Il. T IN /// ;, //// G if I"i � m 11 11 1 I f l I I.�' I I I' 4 ti III I ,�I i� I F- - I I d'I I`1„I '„ t . 1 �11 � '. 1 11 I ( ,. I I I 'p" ( _ u,j I,.. ^ I�ill I17 •, I II f 1 �I " . 1 I 11'i 1 � ; 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER LL Z I t 1 " �] ( i1 "!I 11 I i 1 I I i ! 6 MIL VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. o �—j Lu O 1. I la ti��i 1 ill 1 III I i; l 11 III , - I ( , +i , 11 I 1 1 I I II 17, iiti l. 1 f— U� 0- a h ? I e11 I 1 ,t ��1 Y� I Vi .$ 1 II I1 I ' ' I I' ti I I I. 1 t. 11)I I I II 1,7 ,! I I I ,11' , I , 1 (I "!11 I 1 i �t r II I q 11�{ I 11 I II "I L: I fI I '111 17 'i �I, t �'II 1 �i 1i �k 9 I .,�� ,� 1 E 1 ��, I �n., 1 1 I r�', 4: �� s } I 11I I ,y tj IplAf ttr sV ` 't,. b d�I I. �el i ��t i ifnj l' ' I. ti , ,,I",% °I' 'i.I I �� t v ��L�,j��` �� I 11 I , h 11•bi 1 1 t1 ' ' ,� '1 t 111 t I 11 _1.1 I ` ��Zri ) 1I -I �' I 11 sj ll.f i I� - e, 4�- �7 i r 1 1 II I 1 l 1 t�I I I IIi I it I c� tj Ill 0 a 0 I J I / gr �/ � r+ a 4 I t II I i I i 111 I. t t 9 1 , I ti Ir - :b ! 1" , ( I t F, 'I J i �' II1 I �,I (� �� I I, 'll ( IIi f hu i ,j 11 111 \ r 71411 kjl;�' I, r 1- !, { 3) . �-; 18'0" x �' xyi 1 I(�1 II I til . (. 11 11li'l;11! Id l,, t �11 ,� r II 1 ,I 1 =I ' ,I II �) 'I inti 1 ti� p i 11 1 I I d n t' r 1 1.1 1 "�.i s- 1 i I R r I t t l I' Ill! 11 I I'llIi �� 1 t !•1 _:IN II 1 ii ,VI I �� ...• °� —j , I r'II 1 � 3 p r k I� q B T� I t F I i I I , I - . 11 I 'I '1 . �l;`4 1 1 1 �° LL- 1 , 1 t I 4 tl 4'I ti 1 1'1l 1` f I i I Ilk ' 1`Itl I,d . I iI I SD 1 Id's 11.IIii:Jl I 1 1 1 ' 7 ', I.,I•l�:i j r= I'e , 1 s, it 'iI �I " ' + I ,=I SIMILAR WITH(2)#5 EACH WAY � \ m 11 I 24'x 24'x 12"PAD FOOTING �. 'fin „„uuu°1"°° O i't�Ildrf," LL ' ,;'ti 1 �W i T� '%111 l -"L! "I j i t „ u 1 I (TYPICAL) � f%� 4ill55' 1 I is'„ °, Il� I I *f t I SEE DETAIL"E"ON SD-1 �'I S i 't `ti 1 I i ) ir' i 1. I Z i n 1 1 Ill(xt , � II ,q�ti �.ti" a Y II II iii Ili�l'J 1gI'tw�I, , Il �.I J"I r :,d" i 517 1 11 al 711 �1ti 1 II I f �I II�W:I I I: �nrl ,I �II1 _j) � 11i1 t � I I I \ L � s , N Q 8 w H J z 1 111 31- I' f ' 4i' l I f; 1�1 1 'i' E .7 r LL - I I III 31; _ I, I o w . L:; d �iI ,PC 1 t F :i I _ wd I' ill { 1 V I � I O II .� 1 1 I'I , I 1 1 1 1 I' Q - yII' 4 ! C'Idl I III1ti11 '1 r I "11 I �I L l 11 r' aI 'I 4 t i I i 1 I;.:, I t 0 r1 .a ,III a �Id I d` I ' P d 1 r , 11,1 I.I,lI I I i I r I�S111 f h '�t ' . , ` S,l F _I I - C4 , _ _ I 1 1 1 0 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF 1 I ; I E� , ,' . 1 r ri I _ _ _ _ OR F BERMESH OVER �� Q Z W t I d iI 1) ' I I — — — — — — — — ii II ( �. I ( CLEAN,COMPACT,TREATED FILL. LL � � I 1 I 0_ , I a W Cn Ili', f7 „ .d Y ' t � 71. i 1' 7 I 1 1 i �a' I w 9 1 }f E �, i 'd I �i , 1 I,r ( — � _ 11 f• ^W I C pry,lfIt Iil, 0 L� y a s r' P 1 1 I '1 11 - I— , i I ,;fill"11 11 x 1 , 1 1I.: , ` CJ i Q 5 Y tI ,tilt tldllly.liy�Y� , Id 11I , l i -r 11ti ' . �` ( CQ 4 I 1 TIl 1a +� 1.7 1.. 1 1 r ' ' .1 ' 6 .l " i 1l L . ' : - �� ,. I N ! t # ICI tI! it I 1t I t 'l I I (I � u t t I ti i. O U "` I `r'"`, 1I 1, ?' I I Fes11 - it Li L' � '� � i .i I I I--+—I N .;�L_� r iffil :,,,;�;"ilaii,11 i I L I, Ia' I 11 i ., 11 �, .- i, , �" I I I I L Il . � , I I I ai u- C/� M �`M�t; t tl I DEMOLISH AND REMOVE I I o MM = M I i ' �` I I I - � N--I z ,� r EXISTING SLAB i I 1 I Yw x d l a I t t C O �,,, 'i 1 �` I I w lill [' I Nof d I1. rl i, I I ,j. I 1 I I I –� , ; ,; ' t jj - -1 - - - - - - - � ii �i / N ti ryIIfl !�'ti I I ✓� N I #' - L m I T N i% I O N C O c O ry ti ' f y t'1 co I i 18'-0° o CD w c 1. 1 3 Z U' 6J p r•. ` 1 T L I: NC TE SLAB W TH 6x6 W1 x1 4 WW /*/I .� Q a) ' 0 4" RE .4 . F x j Cn o H Y LL s _ t 1 ,�," 'o ` I. OR FIBERMESH OVER I 7 CLEAN,COMPACT,TREATED FILL. �r U a- L - - - - - - - - - - I amp —¢i I I ,itII r .I, o d . � . L l � Ia 1 24"x 24"x 12"PAD FOOTING O SCALE: I , I I WITH(2)#5 EACH WAY c> �' I` i TYPICAL 1 n _ d u �; 1, j ( ) I I k 11 SEE DETAIL"E"ON SD-1 aa) 1 Q (U.O.N.) I i DO NOT SCALE 1 t 1a I _ i _ m I it i 1 I i - 12�2 THIS DRAWING II l 'I 1 I ,, 11 I CJ=SUGGESTED CONTROL JOINTS RELEASE DATE: ii, I LOCA'IONS(SEE DETAIL"T"ON SD-1) 1 i , a> �`i �I11 ' 02-13-14 .> A U 1 CONTRACTORSH LL VERIFY ALL DIMENSIONS = REVISIONS: ` 1 I USING FINAL APPROVED FLOOR PLAN PRIOR I ll I " 11 I } 0 CONSTRUCTION. 1 , t � I 11 I �[Ii , d rl le. I, I �I �. a I- l1ill IiI �' 11 F{ I' I I 6ll -0 I i I I 1. 7 I ' 'd I` - t r, 'c x �. I, 2 J ' ".I, I I' I �ill: I I: 1 I 'd. DRAWN BY: I ,71 III .'141 'I II , ; 1 I a I l 1, I I L c I DJM tI ll i I 7 c I 1:I, i i I L CHECKED BY: I If I I� i I � i ;I I � � I I [i I 11, I I i I I w FSS 1. Is. i 1, SHEET: 1 d I i tt I r I ,' II Li. I f I' I' b d 1 pp t. f" I 11 1,,I : FOUNDATION PLAN o I c . L 11 I I 1 'L� i� "\ i . 11, !I I CT. o ' . S �2 I 'II k� I: I li I 1 - I F I- I, i I ,- Ii, 1I X11, 1 I 1 `u 11li I t �� I , , I i i 4 r ;` IIi 1 �j 1 11 1 1 .11 ll t• I " <1 i 1 I I I I I I 1 � , g �{ 11:I �� { .I _, � 'I,lf('"'�� I I , I . I ; i I � . I f't }. I , a I I {, �I� 1 � : a, f I { , I Ili . g&w 're II ,,"I.`.l i f ,{ , ,°, l .fa'n,t:, `lA i p {54 stilt ,:1i ,I - {' ii W dl� N I I I I y' Q m O I. � 4 I °i 1� 11 � O II � I d D Z) i — z 0 z . 0) m T I" , i o ii { it - If^ { 1 •L v { II , 1" 1 - I I' ♦ + ■ c V I i�i w00 I co { N .'I I 1 I a I:'.: S I:i r I.. { ,. {' W I r _ I O I. I L. 11 F £ .il [[F[[r I li t ` U) I0 '. f 1, 0 E I �, RILL ACCESS THROUGH TIE BEAM u, EXISTING TIE BEAM #5 DOWEL WITH 4 EMBEDMENT I1: 1 , I I�� I INTO TIE BEAM(SET EPDXY) AND EPDXY AFTER REINFORCEMENT E 0 � � �� I i" k (SINGLE COURSE) INSTALLATION AND GROUTING CELL Q- a I I NOTE: I<I SOLID. L ii I IF VERTICAL REINFORCEMENT IS NOT FOUND ; � �� I i' { cn r LL HEN DEMOLITION ION OF EXISTING WA T DURING EM T ' #5 VERTICAL REINFORCEMENT IS REQUIRED d° n O O " "ON THIS SHEET. x I IN DENOTE D LOCATIONS.SEE DETAIL A CUT ACCESS I I AND REPAIR AFITER DOWELCD I IF VERTICAL REINFORCEMENT IS FOUND, [== a) I, THEN NEW REINFORCEMENT IS NOT REQUIRED. c £ NOTE: AND REINFORCEMENCL . d b I DEMOLISH EXISTING ADDITION INSTALLATION g ..0 L 11 11 ;; _ I !_ I i, I, AND REPLACE WITH NEW FRAMED N 4— II I I I ADDITION. APPROXIMATE 8'PLATE d d L L O IF, EXISTING EXISTING ��' NOTE: ,_ A+ HEIGHT TO MATCH EXISTING CMU ADD#5 VERTICAL W DEMOLISH EXISTING AND ' WALL HEIGHT. CMU WALLS. CMU WALLS. REINFORCEMENT AND 14 � d d o i I'1F [" I II I REPLACE WITH NEW CARPORT t USE 2x4 OR 2x6 SPF No.2 OR BETTER ., GROUT CELL i i.{, I I11-i I I � " STUDS @ 16"O.C. ,,,. v _Y I I O (� ,,; d a , � II ii�� 1is 1�n :, �i: � I : 11.� . aI I � �: Ii l, ,k j I >- 0 0 1 . � I I I 1 d a 'L o J S.. (� !. -a I I , i FASTEN LEAD STUD e c O I i I TO CMU WALL WITH ' 't 4'x 3 TAPCON OR d i i 1 4 L . 1* E:-- C m ,i TITEN SCREWS @ 24"O.C. m iII 1 ,' TYPICAL o ( ) °d , a C `) IE m > ... .,, 4 v I �( EE 3 I ° It 4 I... w�... •I i i IL ■ , { ' � ' , d d W L �My.� I {L I I I I I : ;9 L': dE 1E co W z W II i I 11 , I i ,I i II , I;l 1 : 11.� i 'I, �� o L_ /W� Illi 0 � . I ._ ; I i r I : � I I � wI ,j , � ! � ! � L L 11 I , II ' �,L I I I .1 I I , I , I I I I L � " I I I , , I � v I ,,p I I I /" I I '1 � 1 � F, I � I o „ uuwmrur, aur I It0 'ri " I ( `C-',i r i +I i t I», . NOTE: C �. ,5"" pt r=r, ° .1 ii I I I;111 C.. b r I,I Ir• TREATED 4x4 POST ON ABU44 c 1 �j� POST BASE. ATTACH POST TO � ' I 9 { �� 11 II' iF ��' iJr' ' 1.i ` !'I I " I II. tii] EXISTING WALL CORNER WITH NOTE: �� , �.' �� u OPTION:1 OPTION:2 , J a x 5"TAPCON OR TITEN SCREWS O -� CONNECTION OF NEW REINFORCEMENT ,� �� Qty - I 1 , TO SLAB NOT REQUIRED WITH EITHER �) : ,n, cn bio OPTION. " csfi �p i . i DETAIL-NEW REINFORCEMENT IN EXISTING CMU WALL �' N ,. ''�� I I i S 3 a W 4 "„�°'�-r CD ,r, [ f ! IL + ra ,£umnkw ai .- fY] t I d , Y (2)1 4"x 11 4'LVL � �� i11 I I4, , 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U �� s� i I" ' � — — — — — — — — — — — — — — — — — — — — o Z . i z ll II l I — Q Y f: D i i ., 1 04 I — Z � � I I { [�] — I4. I4 . I W I 71 3 POST CORNER Q I . 1 N ill{ 11 o W L ill Of ,I I 11 �I I t— W E0 F` II i'i I �' I111 I I,e, I I jt III o 11,I ; i ° c I III z w 0 t ,I' I I III _ w s _ Z I sj,, , I I t� w c Q Z a£ I ,I �I ' I I I III N § cD L” I I ' I� Il I I i �! I I I III N 70 I I I III c w pcn ' I � F I ca U) �, _ I I, I CIS W i I I III (2)POSTS ui Q W H I` 4 I I III � W 1 , m — I ,, ,Id.{� ,i „ ,, , I ,, , I I III a I A F- p £ ,1 i L'Il,l r I, ! ; � , I ' „ �i 't° � I I � w I i �I' I I OTE: III � v w REMOVE EXISTING CMU WALL III Q W 11 I I I AND TIE-BEAM. VERIFY ' I REINFORCEMENT IN TIE-BEAM THHIIS OPEN PORCH CEILING REQUIRES A ill c/5 Q4 w 10:� CV AND CMU WALL. c W � I 3 W a) [.. MINIMUM/a"SHEATHING.FASTEN WITH 6d f III — m J I I I I COM OR BOX NAILS AT 6"O.C.ON EDGES a � (/� co a J AND 12"O.C.IN THE FIELD. III '� M III X cPQ z z I', I I I III � cn � W _ CIII I I I I a 4 ; I I 'Ij . I ' 1 a 11 III W � - a ' 1 III { ) 1; 1151 3 POST CORNER Ii ui ` I I I I w � i I �`�,; �' , �: I I III O i11 C III 0 11 (I":a r I I ill: ,"�I E liil i 1 I - - - - - - - (�)141,x114'LVL- - - - - - - - - . �Ii I SHEARWALL LEGEND: ± ; ca CN )i:i 'r ,„ I , — b 1 ..I.......I.. li L co 11 Lm I ; I ............. = NON-BEARING WALL Q � N I {I I I I I I, L NOTE: NOTE: _ 0 O N I` M I I; TREATED 4x4 POST ON ABU44 EACH POST SHALL BE TREATED o BEARING WALL W W � � co I I I POST BASE. ATTACH POST TO 4x4 POST ON ABU44 Z POST BASE.STRAP Z 0p 1 _ = EXISTING WALL CORNER WITH POST TO EACH BEAM ABOVE WITH SW-6 J L I I I I r a x 5"TAPCON OR TITEN SCREWS O ———— _ J s III t„ TYPICAL CAL ALL POSTS A U.O.N TRAP. O _ ccu — rn N 9 ' III 1{ I t'1 'I NorE: @24°o.c. ( ) SHEARWALLS FASTENED WITH cD � o �, I I ::' o> C Z I C CEILING ESA 1 - N s 1 III THIS OPEN POR H REQUIR III 8d COM (0.131"x 2 °) NAILS @ ¢ o x '' " III MINIMUM "SHEATHING.FASTEN WITH 6d III R 6"O.C.ON EDGES AND 12"O.C, o F-- � I I , I ,� I ( �'( COM OR BOX NAILS AT 6"O.C.ON EDGES SD-3 c� � U I F III III ON INTERMEDIATE SUPPORTS. � ¢ I } I I I AND 12"O.C.IN THE FIELD. I ; "' I; � III III _SW-3 _ 1 - - - - - o R _ _ __ _ _ _ _ _ _ _ _ _ _ _ = WALL FASTENED — i , I —— — — — — — SHEAR S AST WITH SD 3 = I i I i (2)2x10 PORCH BEAM(TYPICAL) NOTE: 8d COM (6.131"X 2�") NAILS @ S I SCALE: 31 3 O.C. ON EDGES AND 12 O.C. %" = 1'-0" (U.O.N,} I I EACH EXTERIOR POST SHALL BE TREATED I 4x4 POST ON ABU44-Z POST BASE.STRAP u) } I os ro EACH BEAM 1 H6-zcLIP. ON INTERMEDIATE SUPPORTS. POST O L DO NOT SCALE _, I k TYPICAL ALL POSTS- U.O.N. ,I THIS DRAWING I DET IL'U"ON SHEET S D3 a� t SEE A B _ , I SS I � � - � SHEATH BOTH SIDES OF WALL � r I AT INDICATED SHEARWALL a RELEASE DATE: I { i { ' I I ! ) - 02-13-14 (, I� REVISIONS: II ;. s- , I ; NOTE:ALL EXTERIOR WALLS SHALL BE "SW 6"U.O.N. c [.I Hil11 N l , f G a �;. a) L I i 0 f E It I k WOOD FRAMED HEADER LEGEND: �, 3 c I SIZE "' I I. L OF HEADER � .r I' .I i I II I' � YYALL LAY�UT 2 2x_HEADER z !' li I i r lil J K DRAWN BY: t h I I: I,. i 11 k a , { 31 � I � { ' I I QUANTITY QUANTITY DJM I ii I I �I I ` I I; OF JACKS OF KING STUDS I ; ;I I I �I i I II .,, I Ig ' E '.li II i, �I 1 CHECKED BY: 1 3 £I' i ) w FSS s j; I r NOTE: I i (. I ! a ALL WOOD FRAMED LOAD BEARING HEADERS SHEET: I I SHALL BE MINIMUM �2� ZX6 No.2 OR BETTER ' SYP. INSTALL MINIMUM 1 JACK AND �r I ! 6t z I � I I I �? O { �' { 1, I � _; I� I ' ,r I I i� I 1 I ,i � II o ; J, t (1) KING STUD AT EACH HEADER(U.O.N.) N I I.. f"'i'L � l� ili)�, ' ' "� I II � �Lt I � I '�I I 1, % I1.' i I I ` 11 � si, I I 11j �, � 1 ; I I d .,fi I I � I : 1 I � 1 : 11 � iF I I I 11 1 � I [1, L . I : : 11 IIi I— Jli I ,R �I1, k�I [ I I ,G i, 4, . 1- I I,,; •La ' �I (,� t II P 'd I i r I '1,', I d I I k U, it i e V" ,i > I, {. rE i` { 11is >'. , "1. 4= 1' f Ill3 d I I ppIL, Y SI r ' Id 3 { E I '( I y _ " `� � � � I I k` I I' t s r t , i I .i 1 i I t I '',�II I :I � I k- i I i, l x, k + pp I,I 11�1 ii 14 1i + t k yal t{cel-'�I't p,.l .lsuev+.ve�l.I�, iaYM p� .��a+r ;Ig I.rc 1 �.,1 {a ��l"til I,': :-1 ,.,' t> I,it <4 a.,.iW t , •<;' I :I11 +� � I, I ! i } IiI , 1 II ` � 11 � ; Q m c� �; l > o , I 5tIh.ia�l }kF', 4 I it, Il'I +' ((il I tli s:r TRUSS CONNECTOR SCHEDULE 1 M 1wii iI,I 1 of i I�S I II .I is It{ f r _ ,!,11 Ih I I y III I I I I 'if, t "� TRUSS ID LEFT INTERMEDIATE RIGHT O p , ,1 r I` i, i A I, III Irfi , Ik i , d : I t 1 Ifio Iii 11 II: �ilI t } �` I II 1 �� I :JI` r - {y " ' I J. 1 ,. .� 11 1 ., ,Y4 i 1 1 1 I 41' , I 11 I �:� ISI 11 t' i n 1 , Iti, ALL TRUSSES H2.5T H2.5T H2.5T w ii w FII `.,ad p, p 1�`I`: s ,; : (WOOD) SDWOCR5600 SDWOCR5600 SDWOCR5600 { 11 1 f I 1 t 1I ALL TRUSSES Z 1 p � 11 1 II '`` '` E (WOOD PLATE ON CMU) H3 H3 H3 L '(it � IIIi; I I ! LijI I ( o I. LI 1 I 'i I11 1 t�_ i ill �w5 I, it, ;"11 11 1 �I I I o1 ell ,14,i €IPI,,: a I I I , .�I, II i,° fi �� VI I, I,i' �11 I I I I i` i. NOTE: .� �� s) I IlitJ 11 11 I II, I '� 1 P I I if iI 'I I 1 ( 1)ALL TRUSS CONNECTORS ARE BASED ON /� 1. I Li } i I;II' I s i7 I i fl i ,III I. �.� � 11 UPLIFTS COMPUTED BY ENGINEER OF RECORD. a - I + I I 1I I I UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS i) L 1 1 `IPI 1`` �`' . 1 i SHALL BE DISREGARDED 1 I IIII„I, 3, - �� h I , 1 9 a I� 1 a' " 2 THE TRUSS LAYOUT AND NUMBERING SYSTEM `ni `'JL ! I I ,i I � IJ 'I I F =IIs . 1 .1 1 I� ,I c ) 2 i, I;I SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. O Il11I V II I ',. I ( I 11Ij `•�- ,I � - �(`) 'I DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR I� rc 1 `� is - I R I APPROVAL BY THE ENGINEER OF RECORD AND THE c O d 1 CONTRACTOR. }� 11', ill h t 9 ut"1! s I 11 (I'k p� il,i �1 I" ?1}:,,I �l ` 1'�� O >- m �� I N}: alt 1 a 1 1 ill 1 I P i,; -f` ,I I' I C I 1; ,t < 0 1 i 6 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED L L 4� r f 1 I 1 I ( I AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR I '. I 11 `�P 1. I'1 C I I APPROVAL OF THE ENGINEER OF RECORD. �„� i -� t ! ,1 1. I; 1 �,ii !i I I II it s l 11 'Ii 1 {1�l 11: i I`1111,, I,� I', 1� l `f 1 (1 ht,1 4) SEE SHEET SD-4 FOR INSTALLATION DETAILS Ii c I, t 1 _ 1 1 € I WHEN USING SDWC 15600 SCREW L V/ - I . , � I I ,I I �l I 11 i, t L' , 1 �� 1 rl I 11I I (n I . 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(4" MINIMUM EMBEDMENT REQUIRED) o O I I Vp ,V 1 ; cn .w I III, 'II al I I � v i � I11 + i ` 1 !11 al �� ' II, l i I I = I I 13 HOLDOWN (AS NOTED) �, 1 l! ,I I It I ' II+ r f I• . , ! ,1 t� 0 r 1 I 6f i',II+I !Iylllr t`, 'bl I , ` II' l r ,I INSTALLED AT SILL PLATE _ + i, I I i ,I 1 1 , I : 4 `; I �i I i1{ I fll 1f + I.t , ,1 Y L HOEDOWN (AS NOTED) INSTALLED I - 1 ,r , I , �. 1 all �, II I� s. ,I I,; 2 �'j�',1,1, t AT SILL PLATE. COUPLE MINIMUM 8">D c 1_ il It 11, Ir rel ,, 1 .. h I I , I ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. �' r CLo i �.I °, tlf II ° '� �" CP, I' ,� ,s „ r EXISTING CMU WALLS: ❑' = o ` ',' HOLDOWN (AS NOTED) INSTALLED � M I 1 � I ..•til I✓ i,t 4 1 II. . VERIFY WOOD PLATE ON CMU s.. _ L O {l I ^ I� Y } f I Ii t 7 I,' A`� F i , i r ' 1 " ROD SILL HO DOWN ANCHOR AND O AT AA++ r 1 : WITH ANCHOR BOLTS @ 32"O.C. O W �' o -, ;i' CONTINUE TO UPPER FLOOR �+ s r s I 3 W r 1,. 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ATTACH POST TO 4x4 POST ON ABU44-Z POST BASE.STRAP L W _j co IT 4-1 = — OOD PLATE ON CMU z VERIFY WOOD oa — _ 0 0 0 1 EXISTING WALL CORNER WITH POST TO EACH BEAM ABOVE WITH — ,. I '. WITH ANCHOR BOLTS @ 32"O.C. c co co w J I 1 H6-Z CLIP OR MSTA24-Z STRAP. m S C/� I - -x 5'TAPCON OR TITEN SCREW O I I 3 a _ �' a I O I V III III @ 24"O.C, TYPICAL ALL POSTS-(U.O.N.) rn o 3: L 1 . ,' ��° III Z C I I I III j a� I , 44 � , i i I I I ! ` III III o cn o co ,I Y U- �tll� '' ,I' I I III III U c� o- 1 I; i jI �, �} III III R I i ' III I R _ _ _ _ _ _ I z '�I I i , SD3 �_ _ _ __ _ _ _ _ _ _ _ _ _ _ SD3 o I 1 1 I E I II i f o SCALE: I 1 1 r 1 , 1 � 1 i i i ,I 1 rr } _ _ _ r 1 I 0 U.O.N. 4 I I r+ ( ) ! I z DO NOT SCALE l, a) ,I!. I 6` w " € o I I 11"j I THIS DRAWING { i NOTE: 1 i I I I iEACH EXTERIOR POST SHALL BE TREATED a f I RELEASE DATE: BU44-Z POST BASE.STRAP - ili;L I, I I -x.. 4x4 POST ON A O L �2-1314 + 1 I; 1I` I I1: I POST TO EACH BEAM ABOVE WITH 1 H6-Z CLIP. o :ILREVISIONS: I �� I I , TYP CAL ALL POSTS- U.O.N. V" SEE DETAIL"U"ON SHEET SD-3 — I I . '� I..' liN E I Als, sr �, ' 'N s III :ii € . �I d '�' 1. I p I I f. Ij 1 1 f 1. : O I 1 1,'11 1 ,I i.' t I ' ddd I " `. 1 f' 1 i , ' 1 x i n I W i EE I I I I1 71Ir 1 iI l I li ! ' ' r'.; � ii, , ,j i II I N s [ s gg 1 II�l1 I } ` 's' `n I �I Ii ,I I2 AY U T I I TIE--- DOWN L 4 I a 1 i U I � = DRAWN BY: I I Ill DJM n i i 11, c I I1 i 0 I ..1- 11 c a� , . c I .EZ CHECKED BY. 1 , 11 , I 0) I c FSS 1 I I 1 1 - I - w 11 I II fl � I SHEET: l I — I I I I I I I 1 f. r 11 S �5 I . I I I. k I : i� , ;� :, II I I, N I �, ll III ,E 1; -� - : , I I � :; � }' I 7 �'i 'I 1` idt: l" I —I , 1 t, + 4: $- i I . 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( HOLES @ 33 I I Q c r o FOR ANCHORAGE) GROUT AIR SPACE BELOW FLASHING - N — X i I� I �� i i 4"CONCRETE SLAB WITH 6x6 Q - 2x-TREATED SILL PLATE I r j ill L�t W1.4x1.4 WWF OR FIBERMESH ----------- 1 (SEE TYPICAL WALL SECTION (� � 1' i _ `� FOR ANCHORAGE / / / / / / / / : ' /\/\\/\\/\\/\\/\\/\\ I I BEARING POST(AS NOTED) c I I I 1 j / z ❑ 4,1 CONCRETE SLAB WITH 6x6 \ \\//\//\//\//,,//\//\ \ \ \ \ \ \/\/\/\/\/\/V 4"CONCRETE SLAB WITH i l l j ;,! j \\//\ \,VAPOR BARRIER OVER TREATED GRADE ❑ W1.4x1.4 WWF OR FIBERMESH \\//\ \ \\//\\//\\/j\ \/j\ j I 4"CONCRETE SLAB WITH 6x6 6x6 W1.4x1.4 WWF OR 4 I fi � \\ \/\� CTED FILL `° GRADE \\�\\\\\\\\\\\\\\\❑ r-+ W1.4x1.4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 r ' f \ \////AND COMPA -�- -- \ ///\//\ \ \//�` 1 1 FIBER MESH ' ! - GRADE ❑. \\%\\\\ \ 1 #5 CONT. \\j\ \ \\j/\\j/\/ (1)#5 CONT. - ---- —„ W1.4x1.4 WWF OR FIBERMESH — Q Q 0 '.,I i ,: :� t i ' •''. \\ \\ \ \\ „ u H.E. '1 // • • \\ \\ \\ \\ \\ 11 11 = — 4 ° 11 . zll",_ 0 - Q� w t H.E. /\//\//\ r8 CMU STEMWALL WITH (1)#4 @48 O.C. s / ////// x 16 CMU TO INSIDE OF o ° " °\ \ \ \ \\ w \ - �\ , /\\/\\/\\ ADD 8 = GRADE ° ° ° - - I \ \/� CH CORNER. - o = \ \ \/\/ m / . °\ \ \/� o� L -` o /i// o ° �°o �/ - v _ // /. AND IN EA o z \ // / / / ALL AT POST LOCATION \\ \ \ ER = e z / . \ c - / ° /\/. - r\\ _ , o /\/ /\/\/ STEMW I r. \ /\/ VAPOR BARRIER OV or\ \\ \ ° ° \ VAPOR BARRIER OVER - � \ \\ °/ / % �� E r/ / /\� cao = .\\ \\ \ \ _ / VAPOR BARRIER OVER TREATED _ / / °" /, �. r o /\/ FILL CELL SOLID AT EACH#4 REBAR. r o // ® $ \\/\\ "� \/, /\/\\/ / r /� 1 / / / \ / ° / / VERTICAL IN EACH \\ \ \ \ \ \ \ \ \ TREATED AND COMPACTED FILL x0, s \ /\ \/\/\/\/\/ /\,, 0 IMPACTED a \/ ♦ '� \/\\ \\ / v `AND COMPACTED FILL. r 'r /\\ WITH (1)#4 r,\/\/\/\ \/\//i/' \\ • °\\ RIER OVER \ \ \ \ \ o \ \ \ HOOK REBAR 12"INTO SLAB AND 6"INTO / / ° \ %/i / / /\ / o > . r / / VAPOR BAR \\ \ \\ \ \ \ �\ TREATED AND C M / �1 /\/\/�< _---ja� / / /°/ / / /r \/\\/\ /\\� /r ° / /�,�/�//�//i�/ FILL \ \ \ \ FOOTING. / / .', /\ \/\/\/ /\//\//\ \//\\// \\/\\ \\/\\/\\/\\/\\/\\ TREATED AND COMPACTED FILL L O i /\ \��\\/ 5,. \/r\/ ./ \ \\\�\\�\\�\\� (AS NOTED) REINFORCEMENT(AS NOTED) � 4 I I 6„ //'�, (AS NOTED) REINFORCEMENT(AS NOTED) � JrREINFORCEMENT AS NOTED 8" (1)#5 CONT. 1 1'8" ON E STORY (2)#5 CONT. 1'5" ONE STORY-{3)#5 CONT. AS NOTED ( ) _�++ ` ' 1'_g' TWO STORY (3)#5 CONT. 1'9" TWO STORY (3)#5 CONT. Z W E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDG E P SECTION - INTERIOR BEARING PAD FOOTING Q C� LI HICW ITH BR C K SD 1 0 MO NOT ;� N _ WALL WITH BRICK SECTIO ''A TEM SD 1 A EC TIO N S F- I S T _ CONTACT li. SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 m 1 L S 48 "CON TACT _ EXCEED S. EIGHT UIREMENT EMWALL H ITIONAL REQ o OTE: IF ST FOR ADD SD 1 N ENGINEER , I I � Q ENGINEER FOR ADDITIONAL REQUIREMENTS. �■. a� 13 o I I ;,_ c I ; I# � ,i 1 1 I - � U) z t' 1 1 � I 1 I ��'' 2x_STUDS @ 16"O.C.(U.O.N.) Q) i ;' I 2x ST UDS 16 O.C. U.O.N. � ■ a ) G OPTIONAL b OVERHANG c tl MAXIMUM OVER E 3 D TO GARAGE ) NAILED ( I 1 STRAP NA o PA5 'I ' 1 ` i 2x-TREATED SILL PLATE ¢ - � V € ; I �; w DOOR POST.BEND STRAP INTO STHD14 STRAP NAILED TO 4"CONCRETE SLAB WITH 6x6 � P I j + + (SEE TYPICAL WALL SECTION ¢ � I I I I FOR ANCHORAGE) FOOTING AS SHOWN. GARAGE DOOR POST. Q 2x STUDS 16"O.C.(U.O.N.) z 1_I W1.4x1.4 WWF OR FIBERMESH o ~ r @ a OOTING 4"CONCRETE SLAB WITH 6x6 f i w s : � _ EMBED STRAP INTO F f I �_ o z zE ', ' I :i I — i 4 CONCRETE SLAB WITH 6x6 C f ( W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE _10 Ofo w C, 'I� ` ' = SEE TYPICAL WALL SECTION o ¢ THICKENED EDGE AT GARAGE DOOR AS SHOWN. — W1.4x1.4 WWF OR FIBERMESH `� w p , . I • o � ~ 1 i ( _ z 1� THICKENED EDGE AT GARAGE \\\\j\\ \\VAPOR BARRIER OVER TREATED VARIES ~ U� a IILz FOR ANCHORAGE) = z o - , #4 WITH 6''HOOK INTO FOOTING �¢ /\\j///\\j//SAND COMPACTED FILL CURB 1�<�`,`��1. %�1��,''''', DOOR 1' $ \\\\\\\\ \\ OR BARRIER OVER TREATED � 4"CONCRETE SLAB WITH 6x6 z AND BENT 12"MINIMUM INTO o a MONOLITHIC FOOTING \\ \\\\ ° ;' C��/ / // VAP = GRADE - / ,(1)#5 CONT. /n [ \\ \' ' \11 °� W1.4x1.4 WWF OR FIBERMESH = _ = = = THICKENED EDGE. �cn GRADE /\\ \\ \\/\\> /\r° --- �y �✓w;I i• \ \//\/AND COMPACTED FILL s /\ \ /\/ _-- TF co GRADE /%/%\�//\\ 8"CMU STEMWALL WITH(1)#4 @48"O.C. //\\� �' 3' 6;•.. '. GRADE \\/\\ \\ \ 1 #5 CONT. . I, \\/\/\/\/ ,/�//// // r\r, ;" K O C>w I 11 - I= //\//\ \/�O ° a ° / / / / AND IN EACH CORNER. \�\ / / VAPOR BARRIER OVER TREATED / // // r8 CMU STEMWALL WITH (1)#4 @ 4$O.C. I /o \ jj jj = _ _ / /\\/,/ \\ , \ \ s° \ e a :° o \\/ \\//\\// FILL CELL SOLID AT EACH#4 REBAR. AND COMPACTED FIL . _ { . \/\/\, AND IN EACH CORNER. j// /, a ° o ° ' ;-- o / //\/j HOOK REBAR 16"INTO PORCH SLAB \ fi,=� _ / .. . ////. = z "N\-' / ., \ \ .,� ° o e \/\ 6,1 1 #4 CONT. :a� �� , ; _ \ / / \ , \ \ \\ DAT EACH##4REBAR. - \/\/ ✓ ER TREATED ° °- -.- - - / / / r \ \ 6"INTO FOOTING. �• :c7 o - o / / // FILL CELL SOLI y -.- - -. , I r/ / VAPOR BARRIER OV - _ ° /\/\/, // AND T , II a, / �,. //\ \/\/ . �►o \ \ °:� �� /`GRADE \ \\ ` \ \ \ \ \/\\ :>✓ \ \ \ \ m /\ d \\ \\\\ OK REBAR 12 INTO SLAB AND 6 INTO \\ /\`/\, 0 PACTED FILL \ \ \ _ /\//// \ \ \ \ 00 Eesti ,w 4, - / /\ i_ I .4411, i ,; t / HO \/ / AND COM °a //, // // // a°_ ° / .} 11 II \ \\ \\\ \ \ FOOTING. \ \ \ \ ,\ a /\ \/\ ° / \ \\, > a ;. / / / / / � \ \ \ \. �� u h la \\ \ \ \\ \\ \ \ \ \. 2 #5 CONT. - m: 'unu+, 6 ,. I jI.i \�A/AA/AA/AA/AA/AA/AA/AA/AA/A�/AA//AA//i\ �yArAA�� /r%//, 1'8 O -o J \r\ \ \ � O I ` ,'', 'i i "` ; ' 1'8" ONE STORY (2)#5 CONT. V-0" ONE STORY-(2)#5 CONT. /iV//V//V//V//V//V//V//V//V//V/vv CONT.CONCRETE FOOTING u 6'M7fV'\\r�\rr\\/\\/\\/\\//\\//i\/� D 1 " a v, m I 1'8" TWO STORY (3}#5 CONT. 1'4" TWO STORY (2)#5 CONT. //\// //\/\ ) " \\,,\ ALTERNATE:INSTALL MSTANI36 STRAPS IN LIEU OF EITHER PA 51 STRAP OR 5THD14 STRAP(SEE DETAIL R ON SHEET S \ \ , F DETAIL - PA51 INSTALLATION STEMWALL e_. DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON BEARING TE o z SECTION - MONOLITHIC ; II , if 1 , , is B SECTION - STEMWALL ' SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 o z Z I `: I :. , i 1, I �' 1 OTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT W ENGINEER FOR ADDITIONAL REQUIREMENTS. o �"1 llll� SD 1 N j ENGINEER FOR ADDITIONAL REQUIREMENTS. Q ENGINEER FOR ADDITIONAL REQUIREMENTS. N > w ` '� o w W _ O I : ,.{ I SHOWER AREA O Z CD I , : I f .. F — — I SHOWERAREA ❑ fZ 1 ,. 1 � ----- - MONOLITHIC FOOTING U) z IL�lI Q Z �' j �� U 1, - - Z I i BRICK VENEER 2 I I ;., ' AND WALL TIESWITH 1 AIR SPACE - CMU STEMWALL u- O E, j III I �i 1� �1 III I,, 1 ; . ��8 O � i �1 I ' 'I ,t1j1k' r,- -0 w f }� €1 f;' rl 1 1.3t� .� i i ,�€ I>((I tt i t 1 3 �1, .I " �la:r I;, I,;, I 11 ;1 q d (:'I ,I,,� r 1; ,I (I, I ' 1,,, erg FORM EDGE `° j �, r C/� I I. `,,;t f £' s� 2x_sTUDs @ 16°o.c.(u.o.N.) PLAN VIEW x €3 ! - N Q j a',� i I i +° till i € .I, I !1 IDE WEEP PLAN VIEW U I I- �.' + -, CONT.FLASHING;PROV I 1 �, LL _ ;+ 1 HOLES @ 33"O.C. :. ' r( ; Ij ; I �' ' GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1"AIR SPACE - , , a V` t D SILL PLATE AND WALL TIES 2x STUDS 16"O.C.(U.O.N.) ;; w j 2x TREATE - @ .- - I U ' `'i l� c4l . , ; :; 1 I ;� (SEE TYPICAL WALL SECTION °' �I 2x_STUDS @ 16"O.C.(U.O.N.) a� 0 2x_TREATED SILL PLATE O (2)MSTAM36 Z STRAPS �, it i I' FOR ANCHORAGE} + t j SEE TYPICAL WALL SEC TION 'I' , �' ui F L; I I � , II I , 1 #5 CONT. CONT.FLASHING;PROVIDE WEEP ( @ ( ) �, Il i j ° O HOLES @ 33 O.C. FOR ANCHORAGE) 2x_STUDS 16"O.C. U.O.N. I;( + ,C` 2x TREATED SILL PLATE rn ¢ m 04N , STUD 0) - ,i ('`i �; ,:;1 I + ` FILL JOINT WITH ELASTOMERIC _ ° NAIL EACH STRAP TO CRIPPLE W ,i I f „ GROUT AIR SPACE BELOW FLASHING 6"MIN. (1)#4 CONT. ,.'I SEE TYPICAL WALL SECTION 4"CONCRETE SLAB WITH 6x6 a J �.. I� '- - I€ I ° 1 , f H JOINT FILLER X j 1 ¢ 2x_TREATED SILL PLATE I f HEIGHT OF CURB VARIES WITH(13)10d COM NAILS a"'i LL chi ,,, I ❑ FOR ANCHORAGE) W1.4x1.4 WWF OR FIBERMESH z cn o FASTEN STRAP TO FOUNDATION CQQ = z � W, +� ', 4"CONCRETE SLAB WITH 6x6 (SEE TYPICAL WALL SECTION = o , o00 ¢ 1 ,I 1 I, i', ! ! ❑ -T 6,1 MIN. ❑ 4,1 CONCRETE SLAB WITH 6x6 N ( ) ,l €' I i, I (I ❑ W1.4x1.4 WWF OR FIBERMESH N FOR ANCHORAGE) C CR .I x i ' , �; t I � .� 1 #4 CONT. ❑ • W1.4x1.4 WWF OR FIBERMESH • v w WALL WITH(8)/a x 2/a ON ETE SCREWS Ui Y w z HEIGHT OF CURB VARIES(8"MAX.) f - ( MAX.) VAPOR BARRIER OVER TREATED (8) a x 1 /a"CONCRETE a� U) Lu J ( ) z 6"MI HEIGHT OF CURB VARIES 8"MAX. /\\\�/\\ \\ Q a INTO MASONRY OR %" 3 o w .1 I -—- ❑ N ❑ /\ \/\ \ cn - ;! - ❑ GRADE ETA SLAB WITH 6x6' ❑ \\//\ \\//\\;AND COMPACTED FILL M= SCREWS INTO CONCRETE. CONCRETE co LL 9 00 GRADE 4 CONCRETE SLAB WITH 6x6 ❑: /\/\/\\/ r' 11 4"CONCR /\ /\i, =F- SCREWS SHALL BE POWERS"TAPPER"WITH i \\/\\/\/ ,VAPOR BARRIER OVER TREATED ❑ /\/\\ \\/\� W1.4x1.4 WWF OR FIBERMESH ❑ \\\\\\ 1)#5 CONT. z 11- ❑; \//\ W1.4x1.4 WWF OR FIBERMESH \\//\//\ \ VAPOR BARRIER OVER TREATED /j\ \ \/�(. - PERMA-SEAL FINISH OR EQUAL. w ` GRADE \ \ \ \ \/\/\ c� � I ❑ \ \/\SAND COMPACTED FILL / // // , � - DE \ \\/\\/\\SAND COMPACTED FILL GRADE \\/\\/\ \\/� //\\//\\//\\\.8"CMU STEMWALL WITH(1)#4 @ 48'O.C. \ \ \ /\ \ \ \ ° \/\/\/\/ STRAP SHALL BE COVERED WITH SIDING OR ,1 � (; I't t \/\//\ r8"CMU STEMWALL WITH (1)#4 @ 48 O.C. }/7 /// / \ / °/. , ° ° / H.E. I \\/\\ \\//\\/ / /// // /°. ° // /< // //\//\//SAND IN EACH CORNER. u, G , \\ \\ \ // / /' / _ .\ \ \ \ \ STUCCO a, p I I I \ \ \ - / /\ \/\ z \\ \\ \ a \/\/\. #4 REBAR. s I CORNER. \ \ \ \ o /� r,/ - / /. FILL CELL SOLID AT EACH II a / / AND IN EACH - \ \ \ \ \ / / - / . t _ / /. z r / - / / / / /< N\ ! �Ii . I. I o _ \/\/. - _ / / /. _ / / 8 CMU STEMWALL WITH O @ \/\/ A\ _ ,\\ \ \ _ I:: - '\\ \ \ REBAR. - \/\ ° \/ VAPOR BARRIER OVER o _ \ \/\ . \ \ \ _ o \ ° C r: o /\/ FILL CELL SOLID AT EACH#4 o \ , , ,° \ _ ,\ \ \ \/\/ •° • ° \v°/ / / // // HOOK REBAR 16"INTO PORCH SLAB AND - NOTE- 'I l l - // / / r\/ v°./\/ - o /\/ EACH CORNER. r / / 1 EATED / ..� ° �.. \/\ _ ♦ �." /\ / / r ACTED FILL r / / / AND IN EA VAPOR BARRIER OVER TR \ \ \ v, N ,[ I \ \ \ /\ TREATED AND COMP / / \ \ \ i I d \ . \ \ HOOK REBAR 12"INTO UPPER COURSE OF / , I:1 / \ \\\\ \\\\\ r \\ \\\\\ H#4 REBAR. // /\ / / %\\/\// \// 6"INTO FOOTING. / / THIS DETAIL MAY BE SUBSTITUTED FOR o it \ \/\/ \/ // // // / // // // //, FILL CELL SOLID AT EAC /\// //\//\/\//\//\/AND COMPACTED FILL \ \\ \\\\\\\ \ \\ 0 N 1 \, \\\ \\\\\/\\/\ BLOCKS AND 6 INTO FOOTING. \\ \/\\/\\\\/\\\\\/ \ \ \ \ \ \\ \ \ \ \ \ 00 I l ' i / // / /\/\/ /\/ \\ \\ \\ \\ HOOK REBAR 12"INTO SLAB AND 6"INTO /r, /\//\// //\//; /// j///\//// ��/j EITHER THE PA51 STRAP(STEMWALL)OR I i, I 1 //\ \ice\\/ 5 //\\;/\\ \\��/ /�/\ \\/�\\�// G. /\\�\\/;\�`\ "I \\\'K THE STH STRAP(MONOLITHIC). o 0 N o _ I (S 1 i. 6" \r \ r FOOTING. € g" 1'0" ONE STORY (2)#5 CONT. 6 \r\\j/,\j/\\j/\ FASTEN STRAP AS NOTED ABOVE TO E M c� M Q) r ! i I 1'5" ONE STORY (3)#5 CONT. �' °' ;f � I i 1'4" TWO STORY (2)#5 CONT. 1'8" (2)#5 CONT. \�\\� EITHER FOUNDATION TYPE. t w J ( ) V-8" ONE STORY-(2)#5 CONT. I o Z u- 00 V-8" ONE STORY-(2)#5 CONT. V-9" TWO STORY 3 #5 CONT. 1'_g' TWO STORY (3)#5 CONT. 1'8" TWO STORY (3)#5 CONT. _ J O d a J � N -0 P R a -1: TE FO R PA51 STRA 0 I i ALTERNATE AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL LITH C � � Z I - MONO - C SECTION - STEMWA LL ATGARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION SD-1 STHD14 STRAP >` 1 SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT Q Omj �! SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT o ~ Y I �` SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 'i c� v� U I ENGINEER FOR ADDITIONAL REQUIREMENTS. c ;' i ' i I o i t' E np v0 L ALE: I �. 11 SC � : I � I � i I I 1� i I 1 , I I II I : - t I . cn FIt i I t ; 2x_STUDS @ 16"O.C.(U.O.N.) ,„, P N.T.S. - (U.O.N.) - I 2x-TREATED SILL PLATE I N THIS DRAWING DO NOT SCALE 1( I (SEE TYPICAL WALL SECTION 1 i r I '11 I i . 11 I +," FOR ANCHORAGE) NOTE: �, RELEASE DATE: j I '( I, i 1 (1)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) 02-13-14 , , FILL JOINT WITH ELASTOMERIC AS SOON AS THE CONCRETE HAS HARDENED ENOUGH ' j JOINT FILLER 2x—STUDS @ 16"O.C.(U.O.N.) 2x—STUDS @ 16"O.C.(U.O.N.) NOT TO BE DAMAGED DURING THE CUTTING PROCESS. REVISIONS: 2x STUDS 16"O.C. U.O.N.) 2x_TREATED SILL PLATE ( -4 HOURS IN WARM WEATHER i @ PICALLY 1 _ i. 4"CONCRETE SLAB WITH 6x6 � 2x—TREATED SILL PLATE (SEE TYPICAL WALL SECTION (TYPICALLY S W1.4x1.4 WWF OR FIBERMESH 2x-TREATED SILL PLATE SEE TYPICAL WALL SECTION FOR ANCHORAGE) I N (SEE TYPICAL WALL SECTION ( G c FOR ANCHORAGE) S �' I CUR B HEIGHT VARIES c l ��',, �_ e _ FOR ANCHORAGE)-r- , z w r 6"MIN. HEIGHT OF CURB VARIES(8"MAX.) 4"CONCRETE SLAB WITH 6x6 1: /\\/\\/\\/ 4"CONCRETE SLAB WITH 6x6 FILL CUT WITH 1"DEEP xYa"WIDE SAW ' GRADE \/ 1, BARRIER OVER TREATED GRADE 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH \ \ \\ \\ CTED FILL f rt — W1.4x1.4 WWF OR FIBERMESH ELASTOMERIC CUT AT DENOTED �' I A / /AND COMPACTED 1 / / W1.4x1.4 WWF OR FIBERMESH FILLER LOCATIONS. I I , � - ' - --- - - --- \\ /�//j//j ��8"CMU STEMWALL WITH (1)#4 @ 48"O.C. I ,-�=-a . `n a---. 1 1 '; i. I I /\/� AND IN EACH CORNER. Z. ° • - ° - \ \. \ ; ¢ \, �, �sr, /\/ DRAWN j o \\ a \ \\ ` CELL SOLID AT EACH#4 REBAR. --rte z \/\/\/ / \ - �// //<n ..• . ...y s°\/ // /\\ \\ a• • \ �� ` B Y. I I - // $ /\/ FILL r - /\/\/ / /% \/\a /\ y \ \ ° �/\ \ / / r\/\/ ° / / \\ DJM \\ \\\ HOOK REBAR 12 INTO UPPER COURSE /\/\/ ,• • s° ,\\. C / \ \ \ / \ \ \ \ \\\ 0 FOOTING. / ,r VAPOR BARRIER OVER TREATED \� /\�//�//�/� r VAPOR BARRIER OVER // /% VAPOR BARRIER OVER TREATED 4 //\\ \\/////// OF BLOCKS AND 6"INT r,\\/ \\/\\/ %\\%\\/AND COMPACTED FILL i ii / /\ \. r / / / / / / / I. i \ \\r�\ \/ \❑\\/�\�\/�\\ TREATED AND COMPACTED FILL AND COMPACTED FILL CHECKED BY: I 6 /�V//vA/�- I I LL,' FSS (; ;" 1'4" ON E STORY-(2)#5 CONT. 1'-4" ONE STORY-(2)#5 CONT. CONCRETE SLAB v� 1'0" ONE STORY (2)#5 CONT. _ — SHEET: 1: 5 CONT. ,I _ 3 # a _ TW 0 ST ORY I T. 18 O 6 I' 1'8" ONE STORY {2)#5 CONT. 1'4" TWO STORY-(2)#5 CONT. 1 8 TWO STORY (3)#5 CON = � �€- I 1 g TWO STORY-(3)#5 CONT. 1.Il ( r, jr I SECTION - INTERIOR BEARING SECTION - BEARING STEPDOWN N SECTION - TYPICAL SAW-CUT CONTROL JOINT ' =r ' h I '' N - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE J r H VERSION:10-09 Lj� I D SECTIO SD 1 SD 1 SD 1 OOH ' I ' I I w 1 h li! -" SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT L. ENGINEER FOR ADDITIONAL REQUIREMENTS. , , 1 E ,r I I 11 `, , I, I� , ,k I f T Il. I I 11 € •p i, ff y 1' �1" 11it IL I ... __,.x'.' a _ i �, : - I i I I I. 'I, r '� i - � 11 '. T , I 11 i 'II 'k` E`. l �,� r If. t e r 7 I -` L 11 p g )� i ,I,cP�j1 I T,z3� II I i t h I1, ;i 1 I I Sr # lrl�+, 5 t I;. 1, a ,1... I,�{f T�II L", , vn.hl fi 1,.�1w F.; i.. - . 11� 1.1111 1 jM{ [ = 1 ' 1 '('_-�i,I 4 n J , SC f i Yu 3 II ` 41 �" "� e �• �� 1 i � I11 ,{it#I'I 3= }1 �� ' i'I { II C� , I i kl': I I 'i I • .Y, t• �.1 I' } ", �`r , I N . Lu co 1,1 I I 1 I C L. J 0� I, I' 1 f 4 �,:� i E1 I (TYPICAL DOUBLE PLATE SPLICE) LL, oo '11)1 6i ''I6 1 1 1I ' - 48"MINIMUM SPLICE LENGTH �' t '.;;1 'I` II Cl! I a I �1 a' MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION _ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT c m I I II (16)0.131"x 3"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD 2) / `� 2 2x SY o 0 NAIL EACH PLY OF KING AND JACK STUDS TOGETHER HEADER NAILING REQUIREMENTS 3 i"I 1 II _ P#2 DOUBLE PLAT 11 AIL a, O E( )N c , PLATES WITH 0.131"x 3"NAILS @ 8"O.C. R ,I u , , ° I P. ,: • d I I I JOINT IN LOWER PLATE JOINT IN UPPER PLATE WITH 0.131"x 3/4 NAILS @ 6"O.C.STAGGERED ( STAGGERED w ± I 1 I (TYPICAL) DOUBLE PLATE 2x6 (3)NAILS PER PLY I ¢ i THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED I I o I, I § I 6"OF SPLICE IN LOWER PLATE 1 ON SPLICE IN PLATE OR THREADED ROD I TYPICAL STUD TO DOUBLE PLATE �_ �� I I` JACK STUD AND JACKS AND KING STUD S D ;, N KING `, CONNECTION 2x8 ., Q 4 NAILS PER R PLY 0. =iT " I°', 1 � 8 TE O i � F I i 1 6 MAX. A RNATE.IF ROD IS GREATER ASSEMBLY WITHIN 12 ON EACH SIDE OF STUD REQUIREMENTS (AS NOTED) = N j (SEE DETAIL"G"ON SD-2) THAN 6"FROM SPLICE-ADD (SEE WALL LAYOUT) HEADER(AS NOTED) 2x10 o L y MAX.�� JOINT. 6'I MAX. I �I I I , f r SSP AT SPLICE. HEADER (5)NAILS PER PLY (' I: i MSTA36 STRAP CENTERED ON CHANGE IN NAILS AS NOTED � I I O I WI ' ' PLATE HEIGHT 2x_BLOCKING(TYPICAL) IN TABLE o Ff ' I � ii 2x12 (6)NAILS PER PLY N .�.d ' �� 1 t' ( �� (3)0.131"x 3 Y4'TOENAILS AT EACH �� fl ' -�l END(TYPICAL) J ' m L ACK STUD 9/"LVL 5 N n. O /I AILS PER PLY CL i! I ;�. I I I ;' II __ NAIL EACH SILL PLY TO KING STUD KING STUDS aci (n L I II ' " 11 %"LVL 6 NAILS PER PLY L `�"� M WITH (3) NAILS TOENAIL ( ) 3 J I �I II I I a fl ( I 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL(TYPICAL) it c i Nq � _ 14 LVL 7 NAILS PER PLY m I ' , 1 , Ii IL EACH PLATE TO JACK STUD � I OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: O Q Q O �0 7 II, I " WITH (3)0.131"x 3'/a"NAILS TOENAIL / STUD WITH (3)0.131"x 3'/a"NAILS NAILS MAY BE TOENAILED OR BACK Li. I I II MINIMUM 1/"NAIL PENETRATION 16"LVL 8 NAILS PER PLY �, OR ENDNAIL(TYPICAL) ( ) � V 11 I I i II INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. c , ILo I ,, �I, ;.. it (TYPICAL) .� W '.I II r I I ;, I I I (2)2x-SILL 07�5 y„� ! I I 2x-SPF#2 STUDS @ 16"O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO O 1I II I '1 (SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL d' f �. it II O I I II WINDOW ATTACHMENTS MUST BE � _ �I II — I 11 II 3 Z i DOU ANGHORED INTO 2x MEMBERS. >, I ' ;; BLE SILL REQUIRED WHERE OPENING i �1� I li 'i � I 1 11 WIDTH EXCEEDS 61ii - "(U.O.N.) Q I'' EI I j' 11 THREADEDRODASSEMBLYATNOTEDSPACING D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION t� ( [ II I .; II (SEE DETAIL ON THREADED ROD LAYOUT) SD-2 SD 2 �, T I ;t II c ■- I t I` ! I I II I 2x-TREATED SYP SILL PLATE ca Z I I I t I; JOINT IN SILL PLATE o MI I II j r II I 0 O — , u �' > STUD TO PLATE NAILING V II ❑ II II II II II II II II 11 II O ■ I II II II II II II II II II II 11 11 II II II II II II II II II II II II II �' 11 II �I �I 411 MIN., a i �I �I �I • ' III f tt u1 111 UI 11 ul ' 12"MAX. SIMPSON%"x 6"TITEN HD NAILING AT STUD m } NOTE: TYPICAL STUD TO SILL PLATE TO DOUBLE PLATE �, U rM I STUD SIZE ENDNAIL TOENAIL � . . • • ■ k Z W w I SILL PLATES ON EXTERIOR WALLS CONNECTION co w W - I I 2x4 2 � w 3 THREADED ROD ASSEMBLY SHALL BE ANCHORED BY THREADED• SEE DETAIL"G"ON SD 2 O O R- �' O I I I i 1 (BEYOND) RODS SUPPLEMENTED BY ADDITIONAL ANCHOR ( ) STUD c� -.i CL' _\ �-=\ U d I ; � 2x6 (3) (4) a) I BUILT-UP CORNER POST BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. > I I �. f1i ! e; p \ �,Uppta❑ ugt4prr ' p,i SPACING , NAILING AT STUD 2x8 4 .� 'o " 5 , , O O BUILT-UP POST WHEN NOTED ON WALL LAYOUT io 1 a (. I j I , ' SIMPSON Y8"x 6%"TITEN HD ROD COUPLER NAIL EACH PLY WITH 0.131'x 3 ) TO SILL PLATE "'�'•�.�� . � 1I - ' /J 2x10 (5) (6) E• �� -�, �11 1 11;1 1",�I 1, i I r ( . NAILS @ 6"O.C.STAGGERED `(�' �� ,� h n. \-0 v. r I ( i1 � ' �`ALLNAILSNOTEDARE0.131"x3 4" '�� Ud' : I c -trr T C DETAIL - TYPICAL WALL FRAMING CONDITIONS = . .� �' � . F G DETAIL - TYPICAL WALL STUD CONNECTION �� `�' '0 r fi CQI,. I �y (1�� ' i i ( SD 2 E oo` N SD 2 SD 2 a 9 \ � o } c b I. Gt1, ^V1 Y I, '4 - •i 11 I 1. Iill4 �� { �, ,�.,s'� Q 'LL '�11 I^ ( 11 I f 2x No.2 SPF OR SYP#2 SUBFASCIA WITH 2 0.131"x 3 4"ENDNAILS AT TRUSS �, m'E"1°""'t z �Iig 1 { �; ;i ! ��SILL PLATE(BELOW) - ( ) i ROOF COVERING(BY OTHERS) co 11 }II 11 ( I � � ° 2x-CORNER FRAMING FULL = (�� ?' ROOF TRUSSESit HEIGHT STUDS(TYPICAL) Z 0 / -I �. ' �' TRUSS(BY OTHERS) CORNICE DETAIL I -a Z 1 I )' ? ' :, s. O BY OTHERS Q O NAILS 12"O.C. CONNECTOR WHERE REQUIRED o - Y ' 1 I" 2 ROWS OF 0.13 "x 3 " E ri1 I, f I H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT @ ( ) U _ z 1 �i I I i I SEE TRUSS CONNECTION SCHEDULE Q -� 2x4 LOOKOUTS @ 48"O.C.FOR - - STAGGERED(TYPICAL) ( ) / a� N 2x4 LOOKOUTS @ 48"O.C• / 'V `� z OVERHANG :: '` FOR OVERHANG W Imo- w I 4 I ( ROOF SHEATHING(AS NOTED)_ j I o O O t I I p ROOF SHEATHING — �GYPSUM BOARD / W Z z ;, I< 1 I 2x4 SYP BLOCKING BETWEEN (51AS NOTED) co I— — — _, . I '� i , (� I{ , I OOKOUT c 2x6 OR 2x8 FRAMED WALL / U, .I .,t = ;1;1,4 1 . d �: 1 [, : ` ;,; t h r I l„ }[� I} j �� tl i '' S 2x4 SYP BLOCKINGS . SILL PLATE BELOW (2)2x_SYP#2 DOUBLE PLATE %s"OR %z"R c �� Q O �w 9 ,III 'I ,.,I I. III h t,a <y I.�, L i I= I1 `t [�, lr°'` d M, _ . l rl „ 1r; IId i. t I �, I. I,"� ;1 111§ uI �. 1 „, ,:. ( ) I ATED SHEATHING, EXPOSURE I SHINGLE ROOF z_ BETWEEN LOOKOUTS (U.O.N.) '%z"RATED PLYWOOD SHEATHING,EXPOSURE I TILE ROOF t, !":11 '.,I� Ikn Illy `i 3t I„!,,, �. ,� ;I� i :.. 19 I! ;q [ II 7 ii'f 'I.. MING FULL (', 'I' ” I i .i " / 2x4 CORNER FRA A / '%z"RATED SHEATHING EXPOSURE I METAL ROOF O `� vi BALLOON FRAMED WALL STUDS 16"O.C.-U.O.N. SEE WALL LAYOUT - HEIGHT STUDS @ ( ) lr I I I r ,�I / W „I 4 it 1 �_BALLOON FRAMED STUDS(AS NOTED) STUDS(AS NOTED) FASTEN WITH 0.113"x 2�"RING SHANK co �- ® MINIMUM OF 3 2x4 BLOCKS 12"LONG GYPSUM BOARD - N 1 i k'^; ; } / DOUBLE PLATE O NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. Q cn w 1 �, SINGLE PLATE NAIL TOTRUSS i NAILED WITH %" U j, 4 0.131 x 3 4 NAILS TO Z 1 INTERIOR VAULT O GYPSUM BOARD •� w z �` I I � ;_ a` BOTTOM CHORD WITH 0.131"x 3%" EACH ADJACENT STUD a, u- " it F THREADED ROD ASSEMBLY AT CONNECTOR AT EACH TRUSS `�, ,I I '. I 4 1} NAILS @ 6'O.C. EXTERIOR SHEATHING ALTERNATE: INSTALLSOLID STUD IN � t t.1 '111, I i, I 1, t, NOTED SPACING(SEE DETAIL ON SEE TRUSS CONNECTION SCHEDULE) it l - �( EXTERIOR SHEATHING SHALL BE SHALL BE NAILED TO THIS SPACE THREADED ROD LAYOUT ( L l V ! l I I'i jj{{ I ,.fit 1�' 7 I - R.. i� 6 �, b , I: +1111 :;u; .) s ,.I 5::.... >:•1 ,,.y �. 4 ,,; 1 I I I h� .,';� w•':0' r ,ax"n, "F i : xy , ; '�R%, ,a 'h fa.,I e i lx.:i='I I'°Prt1»M , ad , ' I 1�� 11, ,Ilv;1 j� , (,J.�o-, 1#eh I � :: �� ` q �1 �� _ - I s 1 `I I' '" ' I Ii (. J d CV I I I I 1 I I I II MSTA24 STRAP LOOPED OVER INSTALL DSP CLIP @ 32"O.C. Q m o 11 j 11 II ' ' s DOUBLE PLATE NAILED WITH MAXIMUM SPACING (U.O.N.) ci , +. ,'€! . 11 I 1' ) r I (6)10d x 1%"NAILS INTO EACH +� D m I I II � 1 I I I I I ,r �� < Jil l + I� R I 1 11 ,` INSTALL MSTA24 STRAP LOOPED OVER .0 0 0 I �3 X11 1` li SIDEOFSTUD 1==_ �,. ,I 1I ;1 ? I I DOUBLEPLATE -- ;I 11, _ ; ' END VERTICAL BRACING REQUIREMENTS 1 12"MAX. DOUBLE PLATE.NAIL TO CRIPPLE ON I : ; I EACH SIDE WITH (6)0.131"x 1�"NAILS. - ■ E, I I . I I 11.1 ' I BRITTLE FINISH FLEXIBLE FINISH --- EXTERIOR BEAM(AS NOTED} w 1 ,;I I, �, I DOUBLE PLATE a) I :1 -,IIL � 'I ' ' i� I, ( ��1 I BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. WALL STUDS a �� a " 1i. NOTCH BEAM AS REQUIRED TO I I i N '� I !' I j I I i + NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" FIT BENEATH DOUBLE PLATE I I E L __� I I ' , �, r STRAP CRIPPLE TO HEADER WITH o 4— � 11� BEAM BEARS ON (2)2x_JACKS I I ° LSTA18 STRAP I ! I I , ' 11 I I I j I C 2x4 L-BRACE 54' TO 114" 48'TO 99' 68"TO 145" 60"T0126" (TYPICAL-U.O.N.) I I � O � I c I I ! 11 LTT20(U.O.N.) I I �' N I I E ' i i I 2x6 L BRACE 115"T0182" 100"T0158" 146"TO 232" 127"TO 201" �� '� �r.r/ , , f I . , I ,1: ;; i i �I `I � I I P; SILL PLATE ( I CL I 1 3 � I � � 1 : 1, � t , I 11 I � �l, I I� i :1I ' ;I1 ; 1 L I I I 1[ . �� ,� � : (NOTCHED BEAM)- i :l I �� I cn,I � I / L I: I �� ;, ; ' i; I1 . i �, 1 1 ,� I : ; I � r. >4� I : t I I I I : L i � � � IC/)1 �.' ' ' � I � I I !I I :I � , . I I I J �-+ ; �:; L I I I I I �I ' I� 1 1 : � � L I z � : I 1 ; � I I I I I L � I '. I r— N �. O 'I ! t RATED ROOF SHEATHING ° =_ CL O I {�` — d J x Q Ll I I I ,_-- ''' ' ,': 11 S I I Iji I I J 2x_L BRACE NAILED TO -- _ �' li - / .� L I , < VERTICAL WEB -- — I - ------ ---- ------ I ---- --------- ---- ------_ I F I a WITH 0.131"x 3"NAILS 6"O.C. -_= I---- �T---- -I ------� -----�---I -- ---- - ----- o ma @ I I— n-- n- rl- rr----I 1 1 : NAIL SHEATHING TO DOUBLE PLATE WITH I I I I I I I I I I i i i i i i i i i i I THREADED ROD ASSEMBLY in L I THREADED ROD ASSEMBLY V E TIC B G ++ I I I I I I I I r= /�♦ i R AL WE IN ABLE END I I I II II = 2 ROWS OF 0 3 " O 1 1 x 2 z NAILS @ 6"O.C• I I I I I I I I I I I II II II C7 I I I W N LS I I I I ' AI HEATHING ALONG BOTTOM OF IIr.I = TRUSS I I I I I I I I I I NOTE: I I I I I I I I I NOTE: HEADER I I I I I I I I I I I I I I I I I H. . @ 3 O.C. I I II II I — I I I THREADED ROD ASSEMBLY I I I II II II I ' I THREADED ROD ASSEMBLY I ' A+ I Q 2X_LOOKOUTS AT 48°O.C. I I I I I I I I I I I I I I I I I � � � II II I I -: L) INSTALL DSP CLIPS @ 24"O.C.OR I I I I I NOT REQUIRED AT GARAGE I I I I I I NOT REQUIRED AT GARAGE L W �- S I I I I I DOOR OPENINGS. I I I I I I DOOR OPENINGS. PH 32"O.C. I 11 II a II II @ I II imo I ' W II I II I i I > I I I I I I I I I I I I I I I I I I I I I I I I m 16"OR 24"0. EXTERIOR BEAM(AS NOTED) = cn ip III II II II II I > •'—/� O 1 1 1, � I i , , I �k l � � � �� 11: i I i I � s: � w 2 MSTAM24 STRAPS FASTENED TO 11 �/+ I I 11 L' SPACING(SEE TABLE) O 11 11 I T )} STUDS AND FACE OF FOUNDATION DOUBLE PLATE �i 1 I . o II L ' SII 1� + I 1 I �- i1 r " SILL PLATE BEAM INSTALLED BENEATH DOUBLE PLATE L (a 111 ��z c II I .1 1 a i I illi, I° I :I ; I` I a- NOTE: .1 BEAM BEARS ON (2)2x_JACKS �, Q I I '1; ( I I, I� i ; , I „I I ,. (TYPICAL U.O.N.) +. , ! 'Lj1 'fi WHERE TRUSS CONTAINS DIAGONALS, INCREASE L BRACE ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED � f, 11 ` ! I 11 i REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH Q11 �� • ��; cu o �11� I�II - ,: � � i I! !; I i� I . � I � L :: II ovERDIAGONALs. (DROPPED BEAM) FLUSH HEADER CONDITION DROPPED HEADER CONDITION W m V t � � i � 1�' I �'�ILu al � � II I I II , I 1 ALTERNATE I � ,: z (n I, I � I , � �' i I 11 : I I I I � I - _jf ' car , I I I I � I . e . �� I I II 3 ,:L, I 1 I I. II L I '=1 , ^I I I� I il I I1I : . I I E 1� �, :� �i I 3 . � I 1 w w O f. Lu i ,I � "I' - P DETAIL TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL - EXTE IOR BEAM TO WALL CONNE TI s , �- �� a s,l , 11 . . 1 1 I ; 1.. ..... 1 }, R CON DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS % I I SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 11 11_� SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED o` �1 i t( I ♦je, / ) glpii j j'1, Ig k a III . { .�1. .�I dk a i +:i�IL l _ Qt V �P"• }/�w /�� _ _ V I` I �' , f \' ..+r . +°a. iii'-1111 - I I, f �� I •• t I1. I .1 1� 'U"• I 5' ALTERNATE AN..HOR. ct 1 �) <. '', Iw I '' I .�, �-_ I UPLIFT CO L U r3 . „ NNECTOR AS NOTED �s) t , Ij'ti f NAIL EACH END OF BLOCKING TO , I I --- _ / x 6 TITEN HD ( ) _ c- 1 I ): TRUSS u , S AS NOTED .z r �' I NOTED) r i (MECHANICALLY GALVANIZED) BOTTOM CHORDS WITH(3)0.131 x 3 a) _. \,t E_ , ! ,I I 111 .' EXTERIOR BEAM ` 0 M ; - ,. 2x4 SPF BLOCKING-NAIL WITH(2) WITH 2"x/a WASHER f `L ° �' I ii -I1; n? i; I ROOF SHEATHING (AS NOTED) kTALL 2x4 BLOCKING BETWEEN C7 ��, 1 I I I _ 2x4 SPF NAILER-NAIL TO TOP PLATE END N 3 L"NAILS AT EACH END TRUSS BOTTOM CHORDS @ 12"O.C. I �T �,"� '111 I , f. I ' L .IIII I f H6 CLIP FROM WITH ( AI OR TOENAIL) °N I r co , - fi I I ! ` ROOF TRUSS BY OTHERS WITH POST TO BEAM ,I ' E #, I ( ) \\\ 0.131"x 3/a NAILS @ 6"O.C. ° Q ` I I' I ' L I I BRACE(IF REQUIRED) LAP BEAM PLIES AND // // BOTTOM CHORD OF TRUSS of N1J° °'4- ,,v I I I I I — � �m1nuw...- � — I 1. ,1 I I I — NAIL AS SHOWN (5) NAIL EACH BLOCK TO DOUBLE PLATE c �� TO REPLACE 1 ROW OF LATERAL �+ ++ , O 0.131 x 3/a NAILS PER PLY "" � �� =111 I I I I"I I BRACING INSTALL 2x4 No.2 SYP TBRACE -PT POST(AS NOTED) _ O z i WITH 3 0.131"x3%"NAILS �' ' I I I I I NAILED TO EACH PLY OF TRUSS WEB AT - PT POST(AS NOTED) oQ4 1. `, I.I `, --' ABU POST BASE NAIL PORCH SHEATHIN S NOTED � z 6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST TRUSS BOTTOM CHORD - O `,I j i i i i i ( S NOTE ) DOUBLE PLATE 0 Z #;, I i' I'1 TO REPLACE(2)ROWS OF LATERAL TO BEAM A D o W J — ;� II ' h i 1 I I I BRACING INSTALL 2x6 No.2 SYP T BRACE s „ EXTERIOR FRAMED WALL `"�\ L NAIL PO C MINIMUM%s"RATED SHEATHING Q z 11 ' 11 II€'It � ISI s I I I I''L. ;1 1" �' I I I EXTERIOR BEAM f _/a THREADED ROD > w II I r1 EXPOSURE I FASTEN AS NOTED g w R H SHEATHING AS NOTED R ',, ha I li' 1 ; ,i„_ tt I I NAILED TO EACH PLY OF TRUSS WEB AS NOTED J . I WITH NUT SET IN w Iw H I I \\ #€ +,,1 ; a I L,1 ( I°; I U.•ngfi ( I ( ) ON WALL L YOU O ! F. , I, EI, ,t 11:,11 ,I ,y a. ----�----- - -- WITH 0.131 x 3 NAILS 6 O.C. I 11 A T(BLOCK ALL z C 7 , ,: , I ( " �f.;.I.. I ;I I ''i1'I n .,, :I.f a ,� I ;I ADHESIVE I u l I1;; ' II'aI I a ) 1 „a PLAN VIEW AT TOP OF POST I 7"EMBEDMENT - EXTERIOR FRAMED WALL EDGES) N = z „ . 1 )I i I �, ;Ia r3; I+'° I fil �a. -- r -------- ( ) cn — I r ;y T----- -�---- ` - --1 co �- 1� I 1 III.I li ,h I' � # � � I- I II �. ,! I ...�" I 19_. ' � .: I - 1 �'i I. i d di ; 4 — c�'/ '� jj�P] ol" NOTE: . c.l 0 <k I d a r II - .. Ic iiZ Ico T BRACING TO BE USED WHEN `^ :. i i:. P Mr I — _, � fG — — _. CO TINUOUS LATERAL BRACIN IS #. I N t' W U z �1. I" LI ` ' `' I I 1 I I�� IMPRACTICAL. SIDE VIEW AT BASE OF POST u U- � I i - -a — I !II I Dd 1 ' I 1.. �'. T U V WALLPA w w . „ SECTION - TYPICAL T-BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SECTION - EXTERIOR RALLEL TO,TRUSS W SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS I. h � 11 L P 11 ISD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED U) c Q w ,R SD 3 SD 3 SD 3 SD 3 rZ l 1 , I r c N 1 Q4 E I " , i' NAIL SCAB TO TOP CHORD WITH 0 w r I I a' J , !' - I Lt - .. INS TALL SPH CLIPS AT 3 M I 2 O.C.AT DOUBLE r�-, I I ` I I i': E PLATE � „ m .1"'� u� I — LL M 4 0.131"x3/a NAILS J I: � i.1 � I Ir' O r f 0 1 LAST TRUSS IN ROW REQUIRING BRACING ALTERNATE:MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL SCAB IN EACH cPQ _ I IS Z 1 I t` IV m i1 `; �, 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND TRUSS IF NO WEB IS PRESENT �i w I; II I 1 ;I I¢ NAIL DIAGONAL BRACE TO BLOCKING TH(6)104 x 1 Yz"NAILS DOUBLE PLATE NAILED WI BOARD WITH 0.131"x 3'/a"NAILS c)6"O.C. INTO EACH SIDE OF STUD aa)) w WITH 3 NAILS ' a } 1' L i; V 1 f O (3)0.131'x 3/a' NAILS TYPICAL AT _ u l '' I .' I I I ) EACH TRUSS C 1, `' I I r I 2x4 BLOCKING TOENAIL OR ENDNAIL BAND BOARD UPPER LEVEL STUD Cl) EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING l 2x4 X BRACE ACROSS LENGTH OF W I I CS16 STRAP(CUT TO LENGTH)FROM UPPER SHEARWALL I (,, (3)NAILS STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). ti I NAIL SCAB TO PL ATE WITH 3 _ �Ii I ,., NAIL INTO UPPER STUD WITH 11 10d AND NAIL O m - I I I ( ) L 1 I I }, I _ INTO HEADER WITH(11)10d NAILS. 0.131"x 3/a"TOENAILS ` ', I ' i'' j BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE NAIL DIAGONAL BRACE TOINTERMEDIATE / 2x4 BLOCKING BETWEEN TRUSSES a I, I WEBS WITH 2 NAILS Ii 2) N 1 I; 6 I, I O OPEN WEB TRUSS _ NAILING NOT REQUIRED BETWEEN UPPER SO TOENAILED TO DOUBLE PLATE WITH00 I 9: R LE n { . I 11 1 II ( `' I I 2x4 SPF No.2 DIAGONAL BRACE PLATE AND LOWER DOUBLE PLATE. 0.131"x 3%"NAILS @ 4"O.C. o N o Q . I U M ti 1 : 'il TYPICAL AT EACH END OF [L' 04 co CV 0 I � ij a� co I I I J I i SHEATHING CONTINUOUS FROM BAND BOAR TRUSS w , i D AS NOTED CONTINUOUS LATERAL BRACING t ( ) cfl FLOOR SYSTEM(AS NOTED) o Z I TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH o 0 �i EDGE NAILING REQUIREMENTS OR UPPER WALL Cn � ^ N a) NAIL DIAGONAL BRACE TO TRUSS c ~ ul O° �, I o BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE m J WEB WITH(3)NAILS o I, I{ i ``) TOENAIL TRUSS TO PLATE WITH MINIMUM%s"RATED SHEATHING, �, z rn �' I i I Iz 11 DOUBLE PLATE o I I �' (2)0.131 x3/a NAILS EXPOSURE I FASTEN AS NOTED T Q O c x y I ON WALL LAYOUT BLOCK ALL EDGES o F- c I I. ( ) Y w U DOUBLE PLATE(U.O.N.) LOWER LEVEL HEADER AS NOTED U 0- I' :11 ( '; I SECTION I'll- TYPICAL OPEN WEB FLOOR TRUSS o Z I i �- 1 I , I s I 1 I I 6 :I 'j 1p I SD 3 SD 311 ! ,: 1' ' I; ;I'I �, CONTINUOUS LATERAL BRACE(QUANTITY o SCALE. 1 ( I AND LOCATION DEFINED BY TRUSS SHOP N T .- I I� I I DRAWING. S. - (U.O.N.) I . I I ) °' DO NOT SCALE I , - 1 ; I � I. I NAIL CONTINUOUS LATERAL BRACE TO m I i z THIS DRAWING USS WEB H 2 AILS EACH TR WITH N I I ( ) BB DETAIL 1 - CONNECTION OF UPPER LEVEL STUD TO HEADER CC BELOW SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS I I I I RELEASE DAT I E: f I SD 3 THIS DETAIL L I ON Y APPLIES WHEN E IFI ALL SPC C Y REFERENCED sD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ( I I ROOF TRUSSES BY OTHERS ' I I ( ) 02-13 14 I I I I HI ( I I c REVISIONS: i s; I I NOTE: — 11 I1. E I I ATTACH DOUBLE PLATE TO STUD PER c) I I I I I 'r i DE a € i I TAIL"BB"ON SD-3 , = I I r' (3)TRUSSES MINIMUM UPPER LEVEL STUD I1. FOR CONTINUOUS LATERAL BRACE CS16 STRAP(CUT TO LENGTH)FROM UPPER w I I i 1 1 I �� I I I �; STUD TO BEAM BELOW 32 O.C. U.O.N. 21 1 '1 _ I ! , i NAIL INTO UPPER STUD WITH(11)10d AND NAIL FIn NOTES: INTO BEAM WITH 11 10d NAL � F I ( ; I 1 H.E. ( ) S. 2 ` I I I I BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) I 1 = DRAWN BY: I! BEGIN NAILING 1"MINIMUM BELOW TOP OF BEAM I r �I I " I � 2} ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS(U.O.N.) �' DJM ,I I I I = CHECKED BY: I BEAM AS NOTED 0) �;; I I FSS I I 21 w t. -. I 1 II It fi- I — ` krl s... I . f , , I 4, 11 P I I Iz I 5 #. SHEET: '!° I i° z S D � 3 Ir, 1 f 1. 14. , I I I I,` DETAIL - TYPICAL LATERAL TRUSS BRACING DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG o 1� .ii � I It I ',�' � s I II 1;?t #,I I I I I j! 'I._ (r: Y DD EE FF a f -1 . I I I I _ 11 I jr'; : L'i"'' 1 : � �L f I SD 3 SD 3 SD 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 N --I 1 I I I'r ` ;1,1 ' k. �l I ° I fi I a IIx s I F-R-T(VERMN:01-11) I ` ki+ 1, Q PI II .• I i11 "I'' I all ! I'i.; m! ,r X114.,�9 ��: IE ' I iI �, I. ( I �, I11 I IiI I t1 I `" ( 3('. �. II, '. 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N I r �N TRUSS - I 0 N S ! I I s 11 i^�� 1^�\ �� \ ````�t1t11t11ti1111/UI!!///////'s' ' r , ' I I I ' , . i r I �NS� SONEti, °�� , 6/��;,,, l , 144, Y' S s'` 1 ;1 Iii + C I i /�� .(��`' r V t , .�"W +-" )\� I I 6 I *, • {il Ch { a OPTIMAL22%o mI +c%^ ` r�•` oo E. S�. oO C>7o / 1 3U ,ti.. - 400 >i 4 ,?-.< -Z . I r111 y 7 I a00 040Op4 _ 10 '- O °N „ °� Cyd I %70 p00 44 \ O O� � �1..,/ 11 I { 00 X40®OO o2"_4- � f%• �� l-,�NL t y {`'). OD 040 DOOp44oa \ 1 .G �1. i I �� I�. O DO40 4 4 D 1 � �� 00 o004p00o, 30� w ,1 14' 000 00 0�mo4 o N t�/t/ rmtatstu�u t 1 " ; 0 0 000 0o OoO� 0) �I r } I' I X44 4� c I ,, L �� z k1. ll p Q I . 1, TRUSS BEARING ON 0 ,i _ TYPICAL SDWC SCREW EDGE GRAIN �. ,, A ON SD 7a OR Q4 z i ' h SDWC SCREW IS a O _ "Biy N - _ 0 SD 7a — 0 z ! ` ACCEPTABLE S ~ J — i . /rt MAX. P4, \ > w . 1;1l,`b �I f BEARING WALL O z I� ' I - . 7 TRUSS TO TOP PLATE SHOWN a1 a) _ z I i RAFTER TO TOP PLATE SIMILAR o ( ) c� i �� h' ,iii 11 EDGE GRAIN BEARING CONDITION Q z w ;I 1 I It SDWC15600 NOTE: � L TTT , .jl 3: i I v' Isr x. a. ''. a Q I UTILIZE METAL INSTALLATION GUIDE TOOL w o cn I . 11 .I Y Ii�i_I IS 1 L } I J F 1 I ' G t, I I ti �- PROVIDED BY MANUFACTURER. w a rl I,., II:.i i ii ally i 18 rlaq 1 ''i.. t!I I J s. a p��4 a i 111 li `I Il I. " ! txs i 9 h Q P I { . , , > >= U z i ii a1 ' ,, , IIIc I, I I! ^ "�A ' � �! - TRUSS �' �- z cn !I l Ili I ' I A DETAIL - STANDARD SDWC ROOF TO WALL INSTALLATION W ;1 '` — .1 11 I 1 i I is I t f i ? cz fi! ?h �I+ � � s -4 (TRUSS ALIGNED WITH STUD) I i /n a 1, •1- ° .- Lu �` o U II " I.>, o W I; o �, Q a I I I I'l 1 I I .1� ° �_ JJ F- C 1 i o Cri 04 (tel i `,` �' 1 'd` a' _j m I�! I . :n M I I ,, G N LJ_ _j M 11 �,,,,, : i IP I I 1 PQIl �:+j; a Z Z I I I I L iII ONLY CLIPS ARE ALLOWED TRUSS BEARING ON w I I,� � >< � . �; N a- I N 1 WITH THI CO DITI N ;' S 0 END RAIN G I I �I � ; , I I � � � I E I f; � o S u- DW REW - L,r 4 NOS CSC S EXTENDED VERTICAL w I 4 ( ) O 4 I _ o00p000004 SDWC SCREW IS NOT h 6 4 4 ("' O 4 4 I 4 0 p 4 /n 4 4 O O k 4 4 I•� 0 4 0 0 4 1 , 4 A EP B E o CC TA L �' 00 4 p p4 O IIS:' 4 4 O C 1 D O O a 1 00 G I o 00 4 ::� . I 7. A 4 4 O A. o m I ' o — o I I 1 I 1 a; BEARING WALL o O' C V 1 :. . I 4t: Lo s i ' S,II ► `k� ) END GRAIN BEARING CONDITION Q I I Ia 1 # M ti %(5 I C' sI I r� CV M c TRUSS TO TOP PLATE SHOWN z `� ,Il ,� �' - , ,, i �..: 1 I .. D DETAIL - SDWC AT EDGE I END RAIN NDITI N - .I . , ,., •s 1 ' j I�-., RAFTER TO TOP PLATE SIMILAR G �� ' ,� — _ i 'I I ,I II I I 1 MIN— �%" MIN .1 z a) 2 �' °' �Jll i' Q � 0 c I I I ill� ' r _ > x Q � O co O Y � 1II r ® = DO NOT INSTALL SDWC IN �' �- , I �II i. SDWC15600 co I . , illI1 I II HATCHED AREA I 'I , II� NOTES: �' ' F' I , .] I '�L B DETAIL - STANDARD SDWC ROOF TO WALL INSTALLATION 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK 0 SCALE: �. !; `f INTO THE DOUBLE PLATE (± 1" N.T.S. - (U.O.N.) I ' II ! SD-4 (TRUSS OFFSET FROM STUD) o It I U ) •cn DO NOT SCALE i, I 1 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO (n 1; THIS DRAWING .i l i ! !J' L I: it I �� I I A WOOD MEMBER. ,, I I -0 RELEASE DATE: ;: I 14 TRUSS (RAFTER SIMILAR) D 02-13-14 f lIi I I I r{. L fll I 11 'I 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. 'I iLr - U REVISIONS:1 I _ INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE O S ! I %" MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF - .. I i a '� (WITH OR WITHOUT A PLATE SPLICE) 3�iy @ I i 1 I 2 i I � I ,u 1 c i�! ,! w I f, :- 4. TYPICAL I URRICANE CLIPS (PER TRUSS CONNECTOR SCHEDULE) SHALL i j i,. BE USED 0 REPLACE MIS-INSTALLED SCREWS AND/OR SCREW M I 1 INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE . i 1� I ;} INSTALLING CLIPS. DRAWN BY: OFFSET%4" FROM 6 a' P 1 SPLICE MAY S DJM k G i I II II 1 9 I' TOP PLATE 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. W t $' '; ��' SPLICE FOR FULL BE IN UPPER 1 a I �� VALUES FSS 1f' I OR LOWER HE KED BY. ,= l T I I ' PLATE �, . 4 :IE �i� ' - SHEET: �, 6x � . I €. li � 1 ail tl 4, , C D E DISTANCE E . � ! :� DETAIL - DWC MINIMUM E G S C4 I S �� , yi I � � 1 z 1 I '' i � i r �� ,P, 11 Cs � ,:. I . I I I, a } � [ I P S - r � I � I r N I �1� �� Q NOR-R-T(VERSION:0- '' E ON. 108 i I ITI i i. : i4 �yi1 .,�,�, , I I I I. ! !� ` I i }q I tl !i` 9 1, - €i I. CIi I , tP� ` 1 �, a , r :I �V ,I. I v - 9, Ir 8j I , y 1 Ij 3 I , II ! fl ��< - 1 1 �' I I ill i 11 __. ._ __..-.___ _ -_—_____ _. _.. E Ii