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<br />I I . .. . . � .. . . I ,�. . . .. . .. .. ed Iwo smom tmLsAr 41 o.c. on . . . . . [ Sd "G WANK RALS AT 6"O.C. OR . I I Oeneral Lumber Notes - . I . .. I .
<br />. . . I . . . I . I . � . 9OULIVALMir MMUTIC MAL . EVAUYALM,rr FWEliA110 HAL . I . . .
<br />. I . . I I . . . . . . AT SuFrOFETED EDGES AND � . . AT SUPPOTED EDC-as Am � , I . . I �
<br />� I I I . � . . ... . . . .. . � . . I � . e O= FMLO FOR OTHM ARMAS . . . .. . . . . . . I . . . . . I
<br />. I . . � . . . . . I I 13LCCMNG AND 6' O.C. FE11.0 . " - soap . . .
<br />. . . . . . � I I .1 . . .1 . FOR SHADED A14MAS, OF ROOF: -1 . or . . I .
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<br />� I . . I � . � � I I I �._ . ... . . _1j.. . All Lumber to be Southern Yellow Phd 12 with maximum content of moisture 19% �
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<br />I . . � . , , , , , i, . ... ... .. " .I. I I 1". 11. I *Exterior Lumber to be PI sure Treb, q . � � .
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<br />. . . . .� ..� � I I . ... .., I ... � � . . � I . . I . . I I . � , . . . . , . I. . I . t" d. Studs May Bi Spruce A . . .
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<br />� .. . 1. � I . . . . .. I 1. .. � . , . . . �. , 11'.. , I . : und and that supports permanent structures intended for .
<br />. I I . I . : . I . . . . . . . � . . 61AH wood in contact with the gro . .
<br />I � . . . I .. � . . . .1 .1. I . . I � I _41 - , , . . � I d FBC R317.1.211 .
<br />. . 11.1 I . . I � . . . .. I I � I . . - " " . , preservative tTeated woo . . . .
<br />Roorz NAILING PATTERNs . . . . . .. 1. , ,4%-W . : human occu ancy-shall. be approved - . I � I I
<br />I , : I _�.,E : 1, . . P . - 1 . . .
<br />- USE ad RING SHANK NAILS -AT 6" O,r_� SPACIN . - : , �..R_; r � � I I . - . . I .
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<br />. ZONE I .. ED EDGES . 1. �, � � I "I I I. I . . . .. I I " . '' ., , . I 11 . . I I . . I . . I
<br />� AND. 4R o.r-. AT SUPPORT , F-9 0. . I � I . I . . . I � . - ., - I -1 .. . . . . I .. �. . . . . . .
<br />. . &" 0,0. SPACING (SUPPOP-TED ED6 ) . w . - . . . ..... - . designed for a � � I
<br />. : ZONE 2 - ue,E ad Rlt4c-_ SHANK NAILS AT I . . � . . . � I . . . I . . I . Footings have been � I � . �
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<br />. . . � AND 6" O.C. AT FSILD . - = , . � ; � � , .: . . . General Foundpition Notes: .
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<br />I - act R114G SHANK MAILS. . I . I , . . . soil bearing pressure of 2000 PSF.
<br />I rNEuHATjr_ NAILS MAY ]BE USED IN Llr=u or ' �: . . - . - . -_ - I .. . . . .) . .. . - . . . '. .
<br />. NAILED 4" O.C. AT EDGES AND r," O-C- AT FEILD- � . . . � . �.. . . . . . , . . - - I .
<br />PASSLODE 2-1/4!lx .Ossl ) . I . � . � I . _-; _- �, - *X . . . .. '. .. I . . . resSive -strength qf not less than 2500 PSI ..... : . . .. .
<br />( SENco 2-114"X .131 AND . . . . . LLL4__ I , -1 ., , I ., ., .. - I 1. All concrete slabs shall hav6 a comp � . . . . � I
<br />� E�<TERIojq WALL NAIL I=A I I Ns I I I - d � . I. .. . . . . I . . 1. - I . . . . . .:, . @ 28 days. . . . I .. I I . . � . . - . . � . .. .
<br />1, pLyWOOD, (rF - sci MAILS AT 6,11 O.C, SPACIN 1 19, . I . . .
<br />. . jLD) Ue�F - I WALL SHEATHING) . I . � . . . .. �.... I I., Slabs shall be reinforced with fiber mesli on 6 mil. vapor barrier over clean . . . . . I � . .
<br />I (EDGFj USE sai NAILS AT. .47 o.c.... SPACING (EXTERIOP I . . . 1. . . . I . 1. . . 1. compacted termite treated rill. . . I I I ..
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<br />I . . I I . � . I I . . '2: Conctele footings shall have a compreSSive�strength of not less than 2500 PSI . . I . .
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<br />. � Cr -y f S tk M ]BOARD 14AILING PATTERN- . � � . . WLOW3 . . . . � Reinforce footings with B 5 banc as indicated. All bars shall be deformed, nd s 11 �� I . I
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<br />. I . . . � .. .. . . � . . I I � MTH I . conform to ASTM designation A305, a d be clean and ftee ftom rust and scale.. . � . . I . . .
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<br />I . I . . I .. . . . . . I � .. . L . 1. I . . . I . . . I Splices shall overlap pt. leas- -_ - abox iv k Gr4e Lic , - . . .1 I I .
<br />. . . .1 I . I I . . . . L . I . ... - . . . I .. 0 5 bar verLicnily . . . .
<br />. All lath . and lath attachments shall be of L. .. I .. . 1. . .. I L L.. SUILDW� "I ISLON=Wrl 0 .46, Or_ . . s 3. For concrete block walls provide concrete filled cells with I - . . 1. . �
<br />, . L L LEMTR FIIV�T 2 SPACEI, . continuous from footing to tie beam at all comers and where otherwise noted as per . . . I
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<br />L I corrosion -resistant materials. Expanded metal or woven . . I . I . . . EACM SM . .. . ... foundation plan. . . . . . I I . .. . . I I . . I., ! .
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<br />. wire lath shall be attached with 11/2-inch-long (38 mm), 11 8hea th1n �_. . I . . 4. Extend slab I - Y2" at door openings. . I I L I . . I .
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<br />. -inch (11.1 mm) head, or 7/8-inch- � . . L . . .1 1. .. . I I . 5., Extend slab I - V24' and recess 1/4" . for sliding glass door tracks. . . . . I . . L I I I �
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<br />. � . gage nails having a 7/16 . I . . . . . . . . I . . . , , I No wood grade stakes aHowed . . . .1 - . . . . . I
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<br />. long (22.2 nim), 16 gage staples, spaced at. no.more than 6. I . . . I.. L I I . . 1. _. . . . ; I . . . . . . . . . L I I . I I . . . . .
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<br />. I . L 1. I I .. . .., I L . . . . .. . . L" I . I All Strapping Hardware To PT Lumber To Be Galv . . �. . . I I I L .. � .
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<br />. - .. 121 .. I THREE 1.41- . . � . . I I . 1/2, Pf . . . .
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<br />. 13--ol - I U I 1 1810 L . + . . D. BALCONIES AND DECKS (EXTERIOR) 4OPSF
<br />501.1THERN riNt! I IV I . THREE . e_"�'j L I i . . B:ETA16(2PLY) 9-16D I . . FRAMM/5LOCK VETAI L � . .
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<br />iiCi�rxucl! FIR , , . . . . . 1-41-41 -7-1 .1 -_ I I- [ - IHGUS26-2 . 20-16D . . . 8-16D . 2325 1 . . . . F. GUARDRAILS AND HANDRAILS 20OPSF .
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<br />. .. .7rgLjrjE pig. , . . N 18-SDS 1)4"X3" 5000 : . . . . . .
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<br />%X4 e OE 179 . . . THREE .. 161-00- . I \ RTT16 1-5/81IX851 A.B. . 18 . . .. . .. . . . .. I L ROOMS OTHER THAN SLEEPING ROOM 4OPSF
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<br />. __ . W THREE- -O' . . I -IoD SENICERS 5250 L 4. ..; . IL iItN6TtS 01PE: " - . J. SLEEPING ROOMS 3OPSF . I
<br />. . .17' . \--POURED CELL W1105 ITM2 . - - 1-5/891X8" A.B. 32 . . . . . .. - .
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<br />1m; 17OUTHERN NNE- . . 119= IC11-61 . .: . . . . � 1-5/81IX8" AM. 12-16D '. . 2200 1 1 . . . . I I PASSM THROUGH.," P A S N G. .. . GH' FOOTING . - ' . I . I
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<br />. . � . . 61-04 I .. . . IBEAM TO FOOTING. AXU66 . 1_5/811X811 A.B. 12-161) GROUTED SOLID I . :. . .. . . ktEVE: SHALL' -'BE . -, I
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<br />- . . - � . . L . 415 '- - SLEEVE . . SLEE;VE SHALL BE. PIP�1- PASSING THROUGH I . / /// !: -. .. ...', -
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<br />. . , . - . exposed) lined with
<br />, -.� I TJ# ,$�j 5,0,;"k Y � Pc--72 mFtpl� . - . ; .. . . . �. .1 metal, the valley lining shall b . e at least 24 inches
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<br />. CONVENTIONAL FRAMING SPANS. L I �
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<br />2X4 16' I3.0 137' MAX SPAN
<br />EX12.16'13.C. WE' MAX SPAN
<br />2X6 2 � 4'O.C. 11'9* MAX SPAN
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<br />2X4 241 D.C. 7'3' MAX SPAN .
<br />EXIE 124T.C. 16'6'-.MAX SPAN
<br />� X13 12-O.C. 19-6- MAX SPAN
<br />2X6 12' O.C. 14'9' MAX SPAN
<br />2XIO 12'D.C. 19'11' KA I X SPAN
<br />� 2X8 16T.C. t7'9' MAX SPAN -
<br />- 2X6 16' D.C. 12'11' MAX SPAN
<br />2XIII 161D.C. IT5' MAX SPAN � I
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<br />�_PMTE- A2 SEUTHERN YEU.QV PINE ,DESIGN LOADS OF 20 PSF-LIVE LOA1,I)S
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<br />. . .1 I I . 249i shall be pepnitted. The bottom layer shall be
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<br />. . � I . I 1. . � I IS inches (457 mm) and the top layera minimum
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<br />. . . . . I I I ... of 36 inches (914 mm) wide. I
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<br />� . � . I . . . : � I � 3. For closed valleys (valley covered with shin-
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<br />_ i . . I . gles), valley lining of one ply of smooth roll
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<br />. . . I . . . roofing complying with ASTNI D 224 Type II or
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<br />I . . . . . . . . Type 111I and atleal 36 inches (914 mm),,vide or
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<br />I � . . . � .. I . . I valley.lining as desciibed inItems I*and 2 above
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<br />I . . I . . . . Shan be permitted. Specialty und6rlayment com-
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<br />I . I - with ASTMD 1970may be usedinlieu of
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<br />I . Weep screeds: . . I
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<br />. A minimum 0.019-inch (0.5 min) (No.26 galvanized sheet gage), corrosion -resistant weep .
<br />�
<br />screed or plastic weep screed, with a mmilmunt vertical attachment flancre of 31/2 inches (89
<br />. M .
<br />. I . mm) shall be provided at or below the foundation plate Une on exterior stud wafls in .
<br />accordance with ASTAI C 926. The ween screed shall be placed a minimum of 4 inches 1102 .
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<br />. . . � mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will
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<br />. . . . . . � . ;4AU wood in contact with the ground and that supports pej..,manent structures intended for . � allow trapped wate . r to drain to the exterior'of the buflding. The weather -resistant barrier . .
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<br />- . . - - -?!a- STUC'--o r-INISH . OVM I � .,*�, human occupancy shall be approved preservative treated wood FBC R317.1.2" . . . shall lap the attachment flange. The exterior lath shall cover and terminate on the .
<br />I . 2XS 1ZIC*!9____ . - �k , . � . M . .
<br />... ;- I _,___�_ PAPM BA4KED LATH 4 1/2' . I -.% A 3 rp ec,� ,5 k �k--P_i Y P I C-o'N I . . attachment flange of the weep screed. . I
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<br />11 ., . I � - 2 X6 RAPrsRt . I . . . . .
<br />. . I .1 . I . . F174WINC5 (Typj � A_ 0 i I I . _� . . . � I � . . . I I I . Water -resistive barriers: . . . I � . I .
<br />-,SALv. 1, ?,=fAL FLASHIN& I Ahie:- ik A5e- io . . . 'S 2' OZ. NO I � . . I
<br />� I ,-,hr_� c_,�04r=14Z-FLASHIN& I t. . I Z . . � . I R905.2.7 UNOERLAYMENT APPLICATION. For roof slopes from two units vertical in 12 units horizontal (17 -percent slope), Water -resistive barriers shalI be installed as required in Sectio .
<br />. . . I , I ,* a . 'It � . I - I � . . it R703.2 and, where applied
<br />. . I . . . . STLksco Sr,)p . I 1 6, 0 Ae - d; Z. PC � � � -11 I . to, 1XI 5ioav ,<%. up to four units vertical in 12 units horizontal (33-percent slope), underlayment shall be two layers applied in the' following manner. . bver wood -based sheathing,'shafl include awater-resistive vapor -permeable barrier,with a
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<br />I : pj, -r.r I 2. . - *,-Nl- 19-g.r I �O.. I 1'. Apply a 19 inch (483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place; I
<br />. . I kv-alQr oeew . ____ - . . I j - . performance at least uivalent to two layers of Grade D paper. The individual layers shall
<br />,
<br />. . t -CTO' . . I t . 16 1 be installed independently such as each layer pro,vides sepirate continuous plane and any .
<br />i . . WPZRICANE C,0'41 C --? . .0 I �
<br />. �) e. <_04,&-� .-,%c N / Starting at the eave, apply 36-inch-wide (914 mm) sheets of underlayment, overlapping successive sheets 19 inches (483 mm), and
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<br />71;IU55 BWSINE5�z , t-tv-A . CA4". r9r. 1� ' . � .
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<br />. I .K; . ' I . . . fastened sufficiently to hold in place. Distortions in the underlayment shall not interfere with the ability of the shingles to seal. For I flashing (installed in accordance with Section R703.8) intended to drain to thewater-
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<br />� .66 � I
<br />. . .. . . . I . . . . . I I . 11 *i___�_:.1_- . . . . . n 12 units horizontal (33-percent slope) or greater, underlayment shall be one layer applied in the . resistive barrier is directly between the layers. . .
<br />.
<br />. . . . I . . . I 1% I . I . roof slopes of four units vertical 1
<br />.
<br />. . . . � �. . I I . . L 2.X6 04eLLAR VE .AT I . . . . .
<br />. . . i i I .11 I . .. . . . .. I .1 . . . � . � n L4 III 0-,kI,A.II III.-A-Mm . following mdnner. Underlayment shall be applied shingle fashion, pa . rallel to and starting from the eave and lapped 2 inches (SI � . I . . I i . .
<br />I . I - . . \ 11 11 . Exce fion:11rhere e-ater-resistive barrier that is a lied over-d-b-sed sl, ni-or
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<br />*�% . ltt�'. . I . 1. . . . . . rrb Al I �� . . . has awater resistance equal to.or g�reater than that of 60-minute Grade D paper and is L . . . .
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<br />. . �_� I . .L . L . , INAILS IIIAC-H =7-40 . 1 - I. I I .L L . -
<br />I - '.. I . . . � .1 . 5 L . End laps shall be offset by 6 feet. (1829 mm). . . . separated from stucco by an intervening substantially nonwater-absorbing layer.or L . . L..
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