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Plans 274 278 Poinsettia St (vault) ,ywy,... .Stttt, ,.'S 4.�ifi�' r:n: ,. ,_ ,._ .. -•�L�F :s. #gIRI.�7iM.:. ... , ,ARN s L.' , i .n.. �, .... ..f t:. - , ::. ,.k.0 ,� v. a .s • A y ..e .3... :., a a ,.„ -... i .m..r.. I .. ,., ,r. ., .. x .. , ....., , A. 1 T"' 'i .. \ .... T .. ZlW a:,:..yv _ ,:.. .. ....q.. ... ...... .... :, i ,0.`e, .. ';-. , , , , I 2 .,r �:..,. ; 4 n.. , n 6 I. . ,�6 / jeoovREVISIONS1. C., • - • BY I .. fi , - . 1 ROW Sd COMMON WIRE , I . UPLIFT . 3 TAB ASPHALT SHINGLES TO MATCH . 1; I CONNECTOR SCHEDULE STRUCTURAL OTES: NAILS ® 3 O.C. EXISTING OVER 30lbs. BUILDING PAPER . rt A , w. . . �,.. . E DESIGN IN ACCORDANCE WITH REQUIREMENTS BER SUPPORT SEMCO CONNECTOR Q EMENTs of THE 19' I ..s�TANDAR� 1pc SEMCO FAP18 V " CDX PLYWOOD . I BUILDING C00 AND WIND DESIGN PER SECTION 1606.2. ROOF .SHEATHING FASTENED W 14 ^ f . 2 I .1 1. LIVE LOADr 8d COMMON WIRE NAILS ® 4" CQ ,k COMMON RAFTER: HEADER BEAM 2)HCPLR . . L EDGE AND 6" OC FIELD. UNIFORM VE OADS . . . WALL LEDGER 1)FAP18 ROOF 2d PSF . 12 2x10 SYP N4�.� RAFTERS ® 24 O.C. �q •' I I' , . WALL LEDGER . EXISTING FRAMING . 4 ROWS .16d C Q 2. WIND LOA BASIC 110 MPH 3 CONVENTION L PROOF FRAMING, 'SEE _ .,. MMON` WIk - IRE lMPORTAN 'E FACTOR NAILS ® 16" Qq.t. 1.00 ROOF FRAMI FLAN MEAN RO F HEIGHT 4pcs-12d COMMON 2 cs SEMCO FiCPLR _ 15.0 FT TOE NAILS EACH R °g,:. ROOF PIT N HURRICANE CLIPS PER UPLIFT .. DEQ'' ,. " 3/12 (14.1 DEGREES�� SIDE OF RAFTER 4x4 POST 2 RTPGA816 . . n CONNECTOR SCHEDULE. � HEA C ) . ALUMINUM I) - EDGE TO R • - , Axa; 2"x10" SYP N0:2 MATCH EN }, 4! ' : T .' ,- _!`., TION PIER 1 A BL ' UNIT STRESSES: LEDGER w 4'ROWS 3. ALLOWA. / 2x4 SYP t: i B-FASCII :' A), CONCR TE - DESIGN AS PER ACI 318 LATEST EDITIONI 16d COMMON WIRE GRADE . 1"x6" P.T. : I` 2 FA rw . • f'c = 3000 PSI NAILS 0 16" O.C. • y CO 1/ENTIONALD SHALLOW FOOTIN ' TOP PLA us t ,x t-0 x: 1 � T :: THEAS'ERN METALS .. GS f c = 3000 PSI . INTO EXISTING 3 ,, .. _. (SEMCO) OR E1IVALENT. AL OTHER , /8 BC PLYWOOD SOFFIT. FASTEN �. 1. WALL FRAMING. T�1 T l + t TYPIC�►1. APPLICATIONS. 0 ( ) C NCRETE U N 0. f c 3000 PSI - :. w/ 4d COMMON WIRE NAILS : , t� 4 . tip._ . FOft EACH• CONNECTOR: ® 6" O.C. EDGES AND j �' B) REINFO CINE STEEL - ASTM A615 GRADE 60 U „ I a ,� z v� 6 Q.C. FIELD . 3/e" BC VENTED PL,. ' C WELDE WIRE FABRIC- - --.cr MI ) ASTM 'A185 w .,�, FASTEN w/ 4d C �111 z o r - . 3 PLY 2"x10" SYP No.2 HEADER BEA ® 6" O.C. EDGES : , 1/2 ANCHOR BOLT AND 12-16,¢J D CONCR TE MASONRY w N PER ACI 530 CURRENI� EDITION _. x SPLICE TOGETHER w/ 3 ROWS 12U T =t ) DESIG R ' CO `PRESSIVE STRENGTH f' = 5�0 ,PSI I- w �o COMMON WIRE NAILS ® 12" 0. I I �. � b m 1 Q J z 2pcs SEMCO RTF'GA STRIPS �x . EACH SIDE. WRAP` w/ 1"x12" TRI Y Q FROM HEADER BEAD ?0 P05T ;I 11� ` _� E). SOIL BARING (DESIGN MAX.) 2500 PSF x Q v , 1"_ �l " r '.; _ 4x4" PRESSURE. ATED `,.' �: EX UNSUPPORTED UNB S SHALL 811E SYP NO. 2 m F) ALL D! ENSfON LUMBER RAFTERS AND BEAM © ' F2O0 pq KEj OR BE TER, WIAN ALLOWABLE BENDING STR CCORDA U w ( LOC . . . i I SYP No.2 POST w�;1"x6" � ,s UNSUPPORTED PANEL EINGE IS ESS 1N A NCE w TRIM WRAP ` _..; ,, :W , :.4. TlCNV UNLES5 BLOC 1NAL WOOD CONSTRUCTION Ld to in� / . I ; I U , : k. G III REQ'D . BY AM uATIOAN FOREST �• 0> K N SIGN SPECIFICATION FOR 4 �x4 POSTS _ z Y p�p.TEg, OREST & PAPER ASSOCIATION. ALL tZ z co - k , 1. SHALL ,BE PRESSURE TREATED SYP NO. 2 UNLESS NOTED 1 .*0 ,yX E ) 1 PC SE AB :POST AN . . .. . OTH R SE ( 0 I v N " _ w/ '/y"s8x10" ,, ANi F- v INSTALL 1x8 TRIM BASS I I . . LO - Q . -. 12-16d C:omw NARE SAILS :. `r . 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCF�LETE COVER o �' WRAP AROUND BOTTOM OE , I I t� 1. ,�- FOR REINFORCING SHALL BE AS FOLLOWS: v TRLMMED PSTfI'll _ PLYWOOD _ FOOTINGS 3 4" STEP FROM EXISTING t - ff „ 2 rw U - 8 x8 SPLIT FACE- CMU; 'PIER �- r -z.. . BON G SLA RADE CENTERED w/ 1-#5 VERTICAL DOWEL „ N G R A D E w - x .. . 4 CONCRETE SLAB 0 w/ STD 90 BEND INTI?'. 1 :t reg' • . • •• • ' . 5. ALL REINF 2CING STEEL SHALL SE PLA WI M, _. y „ WWF 6x6 W1.4xW1.4 OVER 6 � � � ED IN ACCORDANCE TH THE /2 EXPANSION JOINT FOOTING. FILL SOLID, w ;. .. ••` TYPICAL BANDING DIAGRAMS AND PLACING IST / ACING AT C G DETAILS OF AG STANDARDS VAPOR BARRIER ON COMPACTED FILL. ",. I , MATERIAL • :'. � �- AND SPECIFICATIONS. ALL REINF RCIN EL 1 RTED EDGES, . 0 G STEEL SHALL BE IH D T. °:k ,+ ; , SECURELY'IN P SLOPE ` . . OTES OR SCH LE w ,.. ,.•, . _ EXAM J OSITION WITH STANDARD ACCESSORIES DURING PLACING II`I SLE OF PANEL - , , 1 ; ,- . :._ - % - .. EDGE OF CONCR TE. - x x x x x x x x. x x_- x a ;, . �Ov/ BLOCKING ' ., j' ' .REQUIRED BY rr 3 . - -_ .y WFtER - - - - - - - - - - - _ - . �� : CHED6 LE OR NOTES C SPLICES I RELNFORC. WH .0 -11 I-I 11111T111-III.IIII I I-111_111_11 -L f 1-111-1LI III . .. , ITTED, SHALL BE AS S 1� -I . , I-111-111-111-111- - =1 I I-Fi (,11=1 I 1-) ( 1= 1 I = =' . . 'FOLLOWS: I ERE PERM - i1---1i _ _I w - -iI (. . -- j-. �_= J - MASON Y 4 111=III- 11-1 I- - 8 BAR DIAMETERS . . - -1, „t II CONCRE -� _.. 8x8 _LfjlCKENED EDGE n, :. . .. : '. . . 40 BAR DIAMETERS z :,. Imo. . : 4 ,,, .� Ill W 1- 5 CONTINUOUS -� 1= M 0 ;..., �..,. ,3 S . 7. IF Eu;, TING ELEVATIONS SHOWN OCCUR IN A DISTURBEID OR -- „. a ia� .. _._:_ ` m_ _11 11 - . �.- _- ... NSTAI3L I'_- - -- - . ill . -, _. w-W-t- 2_-____- - -_ . M..,...,. ...l, _ -4, r. r ., v. :: .. .:.., 1 FARING CM61 PIERS SHALL. B �, �. . ., EACH�WA.Y.. E COMPOSED OF ASTM C90, 0, 11 � .� -1 - I I,I i t ..:5... ,,, G HOL _ PATE ": ;:,� . < : :r :,�_° LC►W CONCRETE MASONRY UNITS C� ,, , WITH TYPE S MORTAR. ,. ..;°: . 9, , SUPI� T ° ,GROUT AL CELLS CONT 4. . . . 1 . MAX, DON . . r A NING VERTICAL REINFORCEMENT WTH } . OC �_ NAILING PATTERN FOR ROOF' SHEATHING n CONCRETEROUT. . . . . � rl,%,,NTI ON „ = r zWALL SEG . x - , , , 3 i NG, S NG, G GORO►1THER = W a , S-1 SCALE. /4 - 1 0 1. I . : .: s ME/ ITO � UPPORT STRUC A o. ryry /� SS PROVIDE A CI HORI UYIN � \�- I � ° 'o 2 - V E TA I CONSTRUCTION: TURAL ELEMENTS IN PLACE DUF ZING U 0 � � � . I � � I . � «h I - - . I . I I I . ­ . I . ��� ,, � I . • µ ' S ; a 1I . i,_ -1 SCALE: N TS .�:. 1 0, VERIFY ALL ;DIMENSIONS WITH ARCHITECTURAL DRAWINGS Q L1� w f. �: ` SEE ARCHI CTURAL, MECHANICAL, ELECTRICAL AND PLUMONNG ' (n _ _,;�­,_­ OPENINGS, SLEEVES, ETC. WHICH ARE NOT Of o w _ SHOWN GOf STRUC EMBEDS,RA ENI I'll . . . ' , TU L DRAWINGS. . E)a. m 11. THE STRUC : RA � cv L ENGINEER SHALL NOT HAVE CONTROL OR BE r- I= . . 8"Ar- SPLIT L.L! L1J 2 -1 11 -11 - �11PIER 2'-1" 11'-11" RESPOND E FOR CONSTRUCTION MEANS, METHODS, TECHN$kQUES, N z . w/ Z- j L V1 T-ex 1 . PROCEDURES, OR SEQUENCES; FOR. THE ACTS OR .OMISSIONI1S OF THE o _ F2 1'-4" w STI � '� ,` FOOTING. _ . Z=t, CONTRACTG R, OR ANY OTHER PERSONS PERFORMING THE V IORK OR FOR W Q / p. ,. . .. WORK IIN FILL- TE r THE FAILURE OF ANY OF THEM TO CONSTRUCT THE I ACCORDANCE WITH THE CONTRACT DOCUMENTS. .� . . _ - . -t i 0 Q . 11 r- - - - - - - -- -- - - - - _ - , '/2" EXPANSION JOINT - - 2 " SYP •- II L MATERIAL T �LEDGw/ 4 R� j! p4 / 16 MMON» 1NpIfRE I' 3 .PLY 2"x10" SYP No.2 HEADER BEAM. 11 Q N ® 16 ®•C• 1 SPLICE TOGETHER w 3 ROWS 12d 1 0 EXISING Tt' o I / L.J...� NG TWO 1 1 . j 1, ^ ` � . L FRA ING - • I COMMON WIR� NAILS ® 12" O.C. • RESIDENCE P� _�;, N EACH SIDE. SAP w/ 1"x12" TRIM �'�o ,i t ® 1. I #;` . 1 r . I - - I . . ; I 4" CONCRETE SLAB 0 , 2ADE o `: r �,.: I . ���� w/ WWF 6x6 W1.4xW1. 'VER 111� � •l a I co I I'' ,�r� 6 MIL VAPOR BARRIER : LLL. it I 0 �,� . COMPACTED FILL . ,_ h o �• � � . i i �11 tt . 1 / i . S4�A F . I EXIST TYRO cn i 1 4" STEP .. 1 . . . . ; / o STOR SIDENC 2 cs 4x3'-O" AT �, x i ,, r T ,.•l W41P # I 1002 CORNER, MID-DEPTH I1. I , s OF SLAB M H�V391N� d �' ng a�Ino ' j PRB d .. . ,< I . r , . - -, . M1+a,, . CHECKED . �, . . CCK . . 1 8"x8" THICKENED EDGE _.: 801 . � : 7 W/ 1- 5 CONTINUOUS •s �,; " " SCALE / # 1. 1 „, 1' ;_,�. x1 -4. MONOLITHIC 4x4 P.T. SYP . - • . ` N . 1�1, 1 . AS NOTED 1.4'-0" -, C I TE`FOOT1 w/. 2-#5 _rf4� _ POST ,BELOW ,.? - „� -% 11.x, . ; , -� '�. I . O. ; . r . . 1. . *�*w - , _ 14 O JOB N '� E01 123 . EE ' 1. k . 5H T �c .. .� T ' . 11 . ''� � b .. 1 w 1 p 1 ;.(,-. mak.,, .. ;;`.. : r.,,,,-.- - ..: : • t ��^r' '�'•` 1 I F x l PORCH FOUNDATION . r• - � � � . . 1 . I 1- . I �. n,. , '.. , , I . ­ . . 11 . � � F 'i . . ­ _ I � MI _. t 9 � . , .. . - : r, - 1'- 11 .- . . I w ♦ 1 .. �, Yom ' ­ � .. „ � . r 0 .. ­_ I '11,, . . . . .1 � I I � . I I � . � . � � . ,� I I -1 ­ I I . . 1 .. . I . . .. . ,:,�"-o - A . 1 2 1 0 ,n11", w 4 - . . 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