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1900 Seminole Road (2)
REVISIONS BY • ' SOUARE FOOTAGE INFORMATION ' CONDITIONED SPACE FIRST FLOOR SQ. FT. • CONDITIONED SPACE SECOND FLOOR SQ. FT. • UNCONDITIONED SPACE SQ. FT. ��►��� •��� IN'DEX -OF DRAWING 'SHE-ETS UNENCLOSED SPACES (PORCHES)SQ. FT. _L:_�� ' • IMPERVIOUS AREA SQ. FT. ��� � • LOT AREA(EXCLUDING WETLANDS&BODIES OF WATER)SQ. FT. t'� • % ARCHITECTURAL SHEETS • 1`�D 1 M P/a�T �!� C%4414 1 E 'k rOc -F904T. 1=� T l.c-FT L VaTo4 STRUCTURE HEIGHT AND # OF STORIES: 'Z •1�i�t'a WIT ELEVAT(40 • APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF 1t • ABOVE FINISHED FLOOR 3��° • NUMBER OF STORIES TINn • 4 ' . TYPE OF CONSTRUCTION: CJ TYP• Seco N iJ F- L_fz�. A by I TI TYPE VI (UNPROTECTED, UNSPRINKLERED) 6. a a MATERIAL INFORMATION: 7 sCC:�1�D FL V, . G- LFA 11 i2 I C • V ROOFING (MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS) Q T l • ROOF UNDERLAYMENT-ASTM 4869 TYPE 1 v• • ROOF FLASHING(DRIP, RAKE, CAP, VALLEY)-26 GAUGE i • • ROOF SHINGLES-ASTM D3462 & ASTM D3161 TYPE 1 l a t � F WIND RESISTANCE MODIFIED TO 110 MPH ASTM E108 CLASaA FIRE RESISTANCE RATING STRUCTURAL SHEETS ��E- e+i"r -* � �� '53G 3 � � � s» C • SHINGLE NAILING-(4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECIFITIONS S-1_ 1_A WINDOWS AND DOORS (SEE ATTACHED rNGINEERING AND/OR MASTERED ENGINEERING) S-2 `� • WINDOWS SINGLE HUNG - t-,I M i'v%r-16 1,.-)A 1 N'>U L_ � � ��1 t-1Ct LC -\40 I'Vt J • WINDOWS FIXED GLASS- IJ h S-3 • WINDOWS HORIZONTAL SLIDING N ,elf • SLIDING GLASS DOORS Nt,, • GLASS BLOCK WINDOWS to • EXTERIOR DOORS Z, t CQ • GARAGE DOORS , SITE PLAN S.P. 1 OF 1 �T - " �-- -- F I�E N-Tt_. r-��-1 ,. �, GES. WIND ZONE INFORMATION W• .-U-CCU' -1-C:Y '>�:.(yu i .-��- _...._..... _._._ _- -�._�.._._...._..._. ... .. NJ NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH -.-. .- „"„�._.__..•. . _ ku 9 v AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE TYPE OF CONSTRUCTIONPROVED?APV ' CIT OF ATLANTIC BEACH O _ TYPE VI UNPROTECTED BUILDING OFFICE THIS BUILDING J,� .• _OCATED IN THE WIND BORNE DEBRIS REGION -- T 10 2003 1- • BUILDING IN ENCLOSED ElTYPE V1 SPRINKLED FIRE PROTECTION _ p • BASIC WIND SPEED(MPH-3 SECOND GUSTS) 130 El TYPE VI ONE HOUR FIRE PR* OTE CTION � ,� • • WIND IMPORTANCE FACTOR • BUILDING CATEGORY • WIND EXPOSURE CATEGORY C � ZONING DISTRICT � u • INTERNAL PRESSURE COEFFICIENT .,EE ,EI��, _ I c T1.61_L ;� METHOD FOR MEETING WIND BORNE DEBRI PROTECTION: ' tsG `p(,, 1_ IRA RS-1 on � 5 A in i DESIGN WIND PRESSURES (PSF)USED TO DESIGN //" Ca •° P4 m: ' COMPONENT &CLADDING MATERIALS NOT SPECIFICALLY l• 'E� �J .. i1C: Q Z��G) c A. e $ ! F-1 RS 2 C .. - -r i DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING RS- n• M , INTERIOR ZONE)INFORMATION El 3 t (END ZONE AND !NT R E) N e �:J _: •,-, _..._. .. _._. ❑ OTHER Negative Pressure(Suction) DRAWN , TAOLE 1608.1.4 Cxceptioa: Wood structural panels with a mini- Tft&y Area d EEdgedge Zone mor zone �• WIND-BORNE DEBRIS PROTECTION FASTENIN4 SCHEDULE mum thickness of 7716 inch(11.1 mm)and maxi- Wk'doarGlaft Yid pressure Wtid CHECKED FOR WOOD STRUCTURAL PANELS mum panel span of 8 feet (2438 mm) shall be (��) GCp � �) � � 1 permitted for opening protection in one- and 0.10 -1.40 -0.55 •61.02 -1.10 -035 1.63 DATE f.. FASTENER FASTENER SPACING(in.) two-story buildings. Panels shall be precut to 20.00 -1.30 -0.55 -57.89 •1.05 .0.55 -50.07 e0e Z �IG'i'" TYPE cover the lazed openings with attachment hard- 50.00 -tete -0.55 -53.5t 0.98 -055 -47.72 PanelSpan 2 ft 2 ft<Panel Span 4 ft<Pan Spam 6 R<Panel Span ware provided.Attachments shall be designed to 100.00 -1.05 -0.55 -50.07 -0.93 -0.55 •46.16 ALE <4 ft <e It <11 ft resist the components and cladding loads deter- 200.00 1 -0.95 I -0.55 48.94 -0.87 -0.55 -4428 mined in- accordance with Table •1606.213. >500 1 -0.m 1 -0.55 42.25 -0.80 -0.55 42.25 t �'• 2112 M6 Wood Screw3 16 16 12 9 Attachment in accordance with Table 1606.1.4 is Notes: J08 N0. 1 ForeQedNeareast�etweenthoselpvenabove I -A+�j Permitted for buildings with mean roof height of Positive Pressure(for Edge Zone and Interior Zone) 0© •• 2 1R M8 woodSaews3 16 16 16 12 33 feet(10 m)or less where wind speeds do not TfttwyA=d wkwPressure Crebad Double-Headed Nails4 12 6 4 3 exceed 130 mah(S 8 m/a). Window Glazing P=NGcp.Scp7 use Me nbed associated w1h the barer eneclive area. SHEET SI:1 inclt=23.4 mm 1 foot�303 mm. Notes: R � G� PSFMW and sWa L This table is based on a maximum wind speed of 130 mph(58 m(s)and asean roof height of 33 feet(10 m)or less. 410 1.00 055 48.50 2 and form rm s�P toward INDt 2. Fasteners shall be installed at opposing ends of t 20.00 0.95 0.55 46.94 3. Use pe he wood suve ural panel. 50.00 0.96 0.55 44.59 ssure tables above b determine negelve& 3. Where screws are attached to masonry a tnasoaryMtxoo.ihcy shalt be attscAed usingvibration-resistant si�cAots luviag a minimum withdrawal apace 100.00 0.82 0.55 42.67 *d I III I %Xgairage doors. a parape -T-0'x15-0•,the tributary srea■112 s4(7x16) 1 ity of 4901b(2180 M). 200.00 0.77 0.55 4131 krlerpobM kom to tables ler 112x4. 4. Nails shall be 10d common or 12d box double-waded sails. >= 0.70 0.55 39.12 OF SHEETS** . .. .... .. - a. 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CA -C TE5 P 1 pd S.Q tELt�.: SHEET VE�C�Y E�15>7 �.�: rt66 L► N.E=- -1 l 'y Vb1..L� I.l7 i �., 0-� DF SHEETS - REVISIONS BY (� �1014.1DUPLf-K: ouTAAT :=r 160.V. :"DlIM it CUTLET .W :z• 1; - � t1��i I ! f 1-SWITCA ED OUTLET.'.. t►ov.GRouNDt:c CnMPuTtc� 1 - - Ft.GLIR 'SCEIa Ll[�NT , Sv:71TcN. \\ wE,�TNER.Pn�.00F ou'tLET ?p.�•-tr(IR6 E4i-f'IIR� :. CLCD: W�. , ! - Q IloY PUPLEX fAmouND F,&ULT f r ::220 Vr diUTLeT. \ (. CEIUPtC1 MOUNT: L14HT, FIXTUPiE }- WALL MoURT LI6HT' r wrup,e. \� N -(- .� Tt1RE.RsECESSoED : LiGN i FIX ... . . - 61, • R�cc� oYEe-ALL lr1ct�T _ -{ L — _ — _ 41 t=1xTu7__sa Q•Pt15N .54TTDPI L161HT 51N IT E,H \ 1 i l .Z V�JA-Y t I-CIIW.T �.WITGh 4 3 .waY [.1�H'f SWIiGN Q M -TELEPHONE ouTL.,T: 18040— TEa a oMa ..T R. MODEM Q ExHAuST PAN - ___ _.__ _ :.:._ _ � _- =zc - -„_,__ - � •' - >1rXMAUST FAN 06141 Q c merNATIorJ VAPVR rp"00F 7%ecESSED I► ' f FWUt�,. ( (\ I , . 1. LIEiMY f1XTUR.rd oo6r-, e3eLL P. e).'4- - — — — t�oip�, SELL .'CHIMES. _ / 040° i 2 ..... SNITG1+. LLI 1-16tHT F4 x-ri LD ( EXIST C-, 4 L UTILlly _ I j • '• r , . ." � WW1 � 1 V. _ \` ` • 1 1 s 1 t 1 UTLa : dK C DWom . l -fir' �Tut3--oG C i C�►CtSiT 5UP1GE �. / 1 / PIE-w0F,14% EX(sT.C� � y T J. 1`tl-W W �k � Af4d ' t� c cc^ . Z - - -, uNp>rR eget I-A T OUTLET. . a s M-- Wtis DRAWN $�iG ' CHECKED DAT - _ SCALE CLE 1 , i i v.r�• �C.� f-� p. Low D - [,_.�" •� j . . . .: .. .: - _ L Q _ .. ..._.._ _ SHEET._ - OF :. SHEETS 1 - . i i •� SOUTHERN PINE SPAN TABLES jaw= DESIGN CRITERIA �1•� ' • ' 1 -- rabic 14 20pstlive loid, 15pst duad load, 1 VD4.15 - • • A�t�� IIt Lt E LOADS: 0 I ._....................... ........................... ............. ........_...20 /sQ. ft. R DOR..................................................................SSSS......._...4of/>q. N. - Afedltu ioebr,rl gn�all telling Snow had EXIST G; �t R��T L� M r�-rrl+ _Y�, �� 4 I WIND LOADS: - • 110 mph AtLLNI al•111J�'L.�S ova - E '' I� e ... w:- pa p EX157' 5E E ;b0f � Fit •. MWD vELOGrs (PER sec-I!»EDITION)................... ... P �.' 8 Gln Grt1d• l t 0 5 SEISMIC LOAD (PER SBC 159"iEDITION).............. EFFECTIVE PEAK PCCLLERATION, A0<0.05 ib���•�' ?'i� 1 bUA F R•Aly I��'1 �Y G�� EFFECTIVE PEAK VROCITY,Av<0.05 t.Af~ � �" MtM lir Mb1111 6t.1 k1 M•1 61t2 w2 Iwt 6a2 to - . • - ,.WHIT NNW " �. �W IiIW NMI"" ' .. .....►�... . GENERAL STRUCTURAL NOTES: _L>( V 1�lSGlp."`µ�'-TJIZ •P►'f. -I'Y�sl 1) If IS THE INTENT OF THE ENGINEER THAT iHr, WORK BE W CONFORMANCE wlTli ALL 12 10.1 10.1 10.0 10.1 10-0 iN 10.0 10.1 14.0 11.11 T iz•I # P♦INT�c?..pLLtM..... • Kco RrflRT(irtib Z-4%11, }t` REOUwEMENTS OF THE AUTHORITIES HAVING JURISDICTION OYER THS TYPE Of P R( Q{� CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO WEIR WOW( IN CONFORMANCE Z x O /0 11.11 10.1' 11.1 11.1' iH 11.1 11.1 1 13.10 101 a 1 ll)H�p��,°s�mcoA N� 1cArJE 1.-rcN �xIST[ �-•'` WITH ALL APPLICABLE CODES ANO 1NE1X1LATK1Ns. 21 13-0 i!•0 12.0 12•0 12.0 1t•N. x11.0 tall 10.1 . 0.0 SV7l: t71 �IL• •' 2 THE CONTRACTOR SHAM VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 1! 21.1 !1•! 2a10 21-2- 20•t0 �•0 !0.10 1M1 iM t0.3 .; �, r .�~.�. I1, J C4 S • To COMMENCING WORK. - 2 X 8 10 10.1 10.3 t0.11 1/•� i8-11 19-4 iW 11.0, 10-0 13•2 � ,�.• J) CONTRACTOR SHAD. SUPPLY.LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS. •_SSSS i ANGLES, PLATES, OPENINGS. SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY 24 11.2 10.10 11-4 10.0 10.0 1" 10.0 11.1• 13.0 tat �• ' � ' 1 •'�'I BE REOLgRED BY ATTACHED DRAWINGS AM TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWKS. 1! 20.0' 2644 !i•0' M-0' 20.0' t10.0 &1 23.10 29.8 it<0 l 1TtPL 4) THESE rOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR 2x i0 10 20.0 24.1 24.1 21.3 22.11 22.1 22.1 say 1/•1 13.1 • . •. .• 1 ,• ' , _ REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER 24 Otto 21♦ 21.1 10.0 11.0 10-0 10.0 10.10 t".•0 12.0 5) ALL DETAILS AND SECTIONS SHOWN ON THE OPAWINGS ARE INTENDED TO BE TYPICAL AND 10 14.0' 204P. 110.0' u-0' 20.0' !0-0' .!0.0' M-0 20.0' 21.0 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK ]X 1Z �� 21.0' 20.0' M-0' r-0' N•0' M•0' 20.0' tN-2 d•2 114 (?Z21� 4 re �•�� is t�10Tr_ EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. .• / • Z PLU�P'��L��r r�Y�Ip �, _ a1 u•a u•r u•1 na n•4 n�1 21.3 10.0 u•11 10.3. EN � 6)FOR A 2000E SOIL CONDITION PSF 500. BEARING CAPACITY. CONTRACTOR SKILL REPORT ANY DIFFERING K,NED • •••• ~ 1 CONDITIONS TO THE DESIGNER PRIOR 10 COM►IEFI(ING WORK. (M lL'T G11 OiKI`J T I�7 r-(d`LO V 7) IT IS THE CONTRACTOR'S SOLE RESPONS181UTY TO DETERMINE ERECTION PROCEDURE AND , l SEOVENCE TO kISURE THE SAFETY of THE BUILDING AND IT'S COMPONENT PARTS Dl1RRNG M ATc}A Ex(57'C� "r I I I `,J p i T /' IZ•-i i I NS►Jl.M{o IJ ' ; I P I C �/ _T EV e a D ' ERECTION. 1 1 1 1 1 1 1 1 1 1 F 1 1 1 1 � •� O Y �i CONSTRUCTION NOTES: Dlrytttp wlllar Ma hrGlni roam dirt/ al eut tlatllld altlt tttNra •ars/126 p•P�� R•�1 GI�I . ; Zx q sTIJ o S a 1 " O•C, 1 P L-r, GINMCR � , o h C- 'P ) a 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLUT ON GRADE) 91ALL HAVE A MW. OF 3000 PSI 81:e 8 p . CoMPRESSr,'E STRENGTH AT 28 DAYS. SIABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE pacln Grad* 40 IDS 19 16 as4 •I @. FL.um5r 2) FOOTINGS s11Alt BEAR BELOW DtSTl1RBE0 t uRG+VNIC i0L AND UPON EITHER THE SURFxxAt SOL OR UPON Flw. ww 6... tlllll ww,.. w t w t R t w t w t w t il.4 Mrdr1 - STRUCTURAL, FILL COMPACTED TO A DENSITY OF AT LEAST 95%FOOT ST ft.) PROCTOR VAXLIUMQOM OF THE FOOLING4"11110, 6" �,L�•-�+ 1. 71 Ii DRY DENSTTY (ASTM D1557) FOR A DEPTH Cf T LEAST ( ) IN � IIIA ti O..�I �'�"" 6i» ITrAA+. N) L' " R.•� I I II-►'SVA. Ips SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS. 13 0,0 TpQ4� 11(p1�3Z0' j/LM GYP. t�oARD r ' 3) BEARING MATERAII THE FOOTINGS 1 10.3 10.0 10.3 10-0 0.10 /04 0.10 0-0 0.2 1-0 Yj / VMICH WILL REQUIRED PROPER COMPACTION, OR W COMPACTED STRUCTURAL FILL THE BEARING \ , -':VEL SOILS, AFTER COMPACTION. SHOULD EXHIBIT DENSITIES EQUAL TO 95%OF THE MODIFIED 1 X 4 10 0.0 0.4 0.1 0.1 0.1 L11 0•t 0.11 2.7 T•1 i-1 ��1+ ��L� '� C� /�� • �/Z11 �Qj R A,�� @ 3 Z, 11,Q,G, 1•l A�cl PROCTOR MAXIMUM DRY DENSITY(ASTM 01537) !1 W 0-1 3-0 0.1 0-0 1.10 N 1•1 14 J<•3 1.11 • CD � f�1Li Z�4I} Sot,tse F.-r. t Z>�(. 46 N01 mp1 r 9 41 REINFORCING STEEL SINN! BE ASTM A-615 GRADE t30 STEEL CONFORMING TO AID 301. �NAdg �At:l. 2 d _ 164 14.1 12.1 ACT 315, ACI 318 AND CRSI MANUAL Of STANDARD PRACTICE LATEST EDITIONS. Q X e 10 1~i 11.1 11.0 11.1 11.1 1 H 11.4 13.3 12.11 10 0 r '� N I �-��(Z• 3 ; !i 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL II FOOTINGS SMALL BE A D -/(, M �/1LRTv RE LAP SPLICED A MIN. of 36 BAR DIAMETERS OR 24', m cHEvER IS GREATER UNLESS 24 13-0 12.3 12.6 12.0 12♦ 12.0 11.10 11.0 10.0 0.1 B �p(,L o.Q. .�.r ��1 N OTHERWISE NOTED. 12 21.1 2{•2 20.10 1i•2 110.10 20.0 10.10 !0•t 10.2 10-: �tND _ . .. Q FLT , 1 V 6 G N'> 4 S LA S- 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. WIN FOR REINFORCEMENT. 2 X 8 10 FOOTINGS (TO MAIN REINFORCEMENT)....................3 inehca 1!•1 10.3 10.11 10.3 10.11 10.0 10.0 11.0 10.1 13.3 CENTERED _ 1 SLAB ON GRADE......................-.........._................... 24 11.2 10.10 144 10-0 10.11 1&1 10.4 ��-,} .11.2 13.1 10.10 -t1L ,.,'�_ •1 7) IIOMtII0N1AL BEAM AND FOOTING BARS SHAILL BE 6ENr 1'-0'AROUND CORNERS OR 1s 20.0• 30 0• 110.0' 20-0' !s•0• t:•1 !!•7 !1-0 27.0 111-t �i 'f'3 `r1-+\�- 1 - - �"(/ )T� 1r()�' $ ' CORNER BARS WiTH 2'-0' LAP SMALL BE PROVIDED. Z X 1)0 I'L�' 117. 10 2" 24.7 24.1 !4-i 2.1•! 22•! 22.2 20-0 1►-0 tt.t_ -I i I 1 i'� 1►l �1; 1�F= 11 6) CONTRACTOR SHALL PROVIDE $PACERS, ctWRS, tTOl57ER5. ETC. NECESSARY TO SUPPORT 24 21.10 2t•6 !1.1 1♦11 10-11 10.1 10.1 1T♦ 16-1 12.10 ' �,��•!:_ y`• '� � �-�� 1 I I REINFORCING STEEL. SUPPOITT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL : ( SCHEDULE 'B' - MISCELLANEOUS FASTENING SCHEDULE 'L- .:L•'riZ1?Iq�1 DIl.t.,C-iYQ� •_1..,.• 9) ALL REINFORCING DETAILS SNAl1 CONFORM TO MANUAL OF STANDARD PRACTICE FOR L 1 - s, , DEtA1LtNG REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION. UNLESS DETAILED :UNNECTION 11 1 FASTENER NUMBER OR SPACING . . , `, OTHERWISE ON THE STRUCTURAL DRAWINGS. M•U 1. (�(�� y ER I �Y 1.�) 10 ALL CONCRETE WORK SMWJ BE IN ACCORDANCE WITH 'RHE BUILDING CODE REO'1'RET/EHTS TOP OR SOLE PLATE TO SCUD. END NAL 16d COMMON SCHEDULE D CR CONCRETE' ACI 316 LATEST EDITION, AND *SPECIFICATIONS FOR STRUCTURAL CONCRETE STUD TO SOLE PLATE, i0E NAL COMYOH 2 FRWWC SOMLE FOR OPEN NCS SHALL ITE AS f ours •4 i: Ct Y 1O FT•-7. / J •] I FIXI ALL LOAD BENW WALL -. SZ O[7ry FOR BUILDINGS* A;1 301. DOUBLE STUDS. FACE NAIL 10d COMMON 1 (EXCEPT AS OTHERWISE NOTED ON THE D!v1WtNGi) S �'� -' I ` DOUBLE TOP PLATES. FACE NAIL 1Od COMMON 25, O.C. OPENING WIDTH iN FEET r • T I,• I I TOP PLATES. LAP ANO IFTERSECTIONS FACE ANAL 10'O.C. � MA ONRY CONTINUOUS HEADER. TWO PIECES - 2-16d OR 3-10d COMMON - '----- I _. 16d COMMON 16' O.C. ALONG EA. EDGE TO 3'-0' 3'-1' : G'-0' U 10'-0' '� ,] 1) CONC-ETE MASDNrh UMTS SHALL BE ASTM C90-7S. HOLLOW LOAD-BEARING CONCRETE I.I1II `iiI 1 !:AS:XUhY UNITS, TYFE 1, GRADE N-1, NORMAL WEIGHT. WITH A LIN. COMPRESSIVE STRENGTH PLYW000 4 PARTQ1BOARR0 SHEATHNC: lkITEl * (3)-2:6't (3}_3; 7• r �_ •p •• �/ h� OF 2000 PSI ( I :n • 1500 PSI }. ROOF - 7/16' OR GREATER ----- yWB 6d COMYON 6' O.C. EDGES t UK IN rel S'tAS DX OIE SAYE CZE 'SE U N TtAll W";Cojr Wn • �j AR 514`Ll CONFORM TO !;>TM c270 ANO DE OF TAPE M CR 5. - 6' O.C. INTERMEDIATE #� 11 2) 11CRi I WALL 7/16. OR GREATER 6d COMI" TWO (2) PLATES WITH A 1/2'PLYWOOD FILLER MAY BE USED INSTEAD OF �O 6' O.0 EDGES r DIE THREE 3 PLATES MENTIONED ABODE. 3) ,; :;�;.:;'.i MASOu:' '5;?.IS REINFORCEMENT SHALL BE GA1VA\iZEO 1FUSS-T(PE WITH 12' O.C. INTERMEDIATE **� i W 6 in. LAP AT ALL :PL;CES AND PLACED AT WRY OTHER DLOCK COURSE. MAX. 16 in. O.C.. FLOOR - 3/4' TAG FLYWOW 6d COMMON 6' O.C. EDGES 4; STUDS SHALL BE cONrow 1s FROM 1J? PLATES TO SOLE PLATES. � r � 12' O.C. INTERMEDIATE I I G �J To R• _....un�...�.�...i.�.. -- _ it =iila IMGs SCHEDULE 'C'«## I �j. r•1 '-- USE PRODUCT CODE • ROOF TRUSS !I - - RIM JOIST GR BEAU I RECOMMENDED STUD SIZES ANO ;PACa+G { I J- ( I• TOP PLATES TPP 1, WALL PLATE HEIGHT STUD CZE SPtCI1G seuco NAILED l --- __.-•=_ - _( (Il)-Ata �oMMON NAIL s --___� 6'-0• THRU 9'-10• 2,4 IF• 1' I 'v 10'•-0' THRU J4'-0' 2.6 16' j -SISI' - 14'-1' THRU 18'-6' 2■8 16' _ w �;(I�.s(zS - i-•� --�! est 2xy J x r I (�) CONikNUOUS STUDS 19'-0' THRU 22'-0' 2,<6 115E PRGTOUCT CODE RiPC-1ti76, i 'SEUCO'. TIE , 2at0 12* I I; r•� : I`111XX1C 1 COM IPP 4, PRODUCT CODE TPP 4, 4## --' I' tY• .O': _I I t SE]ACO' STRAP THE PLATE HEIGHT REPRESENTS THE VERTICALNAILEC) , y. •w'I +' 4:IIf.O' {ILII 1 LE14GTH OF THE STUD. HITT* W/ (W).11.I COM'AON NAILS-8d ;NQ�=.COtM!IOUSNBRACE CAPABLE Of TRANS'FERINC "�L��- I� � ��},j!" ~ /W I L j �`V (tet I% �'I /W.1 IIA.; LATERAL GOADS TO SHEAR WALLS DOES EXIST. Q p Z�( ���' tU� POST STRAPPING O TOP STRAPPING Q TOP THEN THE SCHEDULE SHOWN ABOVE DOES Nor V I '. (N.T.S.) (N T.S.T I APPLY. -PRODUCT CODERTPGA836 LX1S� `� "O•t ' 1 L i I � �•'�1,��I•I �-�1�. 1 . SEMC:O' STRAP '+'!'.' USE PRODUCT CODE J,, (, I'rt-I o j•L , , r , t '�S - h I• 1{1 6'K 6' OR 4',I 4' POST ?SEMCO', NAILED W (Y1gCd. �•� \' Npv v it R'"Cu* F.11NE M I• ,,. / /`)l o y t" j 11 USE PRODUCT CODE PAPGA ':J.ucu' ,nlu• (E)-ad COMMON NAILS - /. L COMua1 NAIs 1 L� a .0 rL 1 �- in UA1Ll 6' INTO CONCFEIE •• C)1 ^� -- f �. E n L m I• P 5 STRAPPING O BOTTOM •���_ - •.. 'SSS S' SUPPORT GIRDER ! (N.T.S.) ANCHORAGE TO SLAB O BOTIOM _ _ c. . . 1N T.sJ EXTEMRIOR WALL OPENINGS K ----- - - - EXTERIOR WALL OPENINGS - - 1^` -POST STRAPPING• sTAAPPINO O TOP II BOTTOM EXCEPT AT _ STRAPPING O TOP do BOTTOM - j a _ L POST STRAPPING C CNT.OM '" ( I ' TOP & BOTTOM =� TOP ac BOTTOM `�1�Q%;L,StL'A: got 6� `L A�•�S 1�t�oi o � ' •LV.,, . iN1.1.F . �1<� _• ' �� 'J cN.T.sa I f_;����. to c���- vlt��.� C�- »„rrr�':'r►k"�rD! WOOD•FRAMING • I 11a6,Ao/'to w.rrF. 1-i 12 _ LITFI.'l1VN1_-_..._SSSS 1) ALL WOOD FRAMING SHALL BE SYP 12 NNO INSTALLED PER RITC AND TPI AND NATIONAL ( L ocsIcN SPECIFICATION,; FOR WOOD calsrTl>cTKON. ,� `•.,_;. _ � ' .. 2) ALL STRUCTURAL WOOD MEMBERS SKILL HAVE THE FOLLOWING MIN. DESIGN VALINES: i ✓ (�>w RM CONI • SAWN LUMBER LAM. VENEER LUMBER FD : 1120 PSI_ Fp 2.500 PSI .•/ I t' c (� Fet 565� Ev 116"008 PSI b. INTERIOR STEP,,D"4 DETAIL T� . S e'L N G' 1 tAT<•' Fc . 1,455 PSI (2)-#4 CONT. HOOKED --- - ------ -_ -- 1 .� -'•-- --- (_ _•-_-- __..__ - :.. nut "r� E 1.1300.000 PSI / (OSS) BETTER. 1�- :i: TIED CORNERS' I F 1tlAlt to am 1%1/2'1 DG.IN 15 IV",7._'C ,C:L;} t�C�x�(/L A, !".F.. 1 ' j. ' 3) ROOF k WALL SFNEAi1�INC SHALL tX 7/16- ORIENTAL STRAND BOARDS OSB OR � 21N STUDS PENETRAT'!IO AT!CAST 6'INTO SPMA RATED AS SELDOM ON THE DRAWINGS. II •16' O.C. C:XICRETE. SPAC M SHALL BE 4) ALL WOOD MEMBERS EXPOSED TO WEADIER OR IN CONTACTED WITH iYISONRY, iE. t'-12`"�1 I 0 We• O.C. OR SOL SMALL BE PRESSURE-TREATED. I GAKI0/10 LKW,F. J �t� - 1 I �, �••- TURrr DOWN sLAs DETAIL L A, ;tiT - .►1ri1,T 5) CONTRACTOR SHALT PROTIDE ALL FASTENING DEVICES NECESSARY AND SATED FOR EACH I `� ••"•�� * f� fl) • 7 APPUG�. FASTENING SUBJECT TO MOISTURE SF1N1 BE HOT-DIPPED CALVANNIZEO TO ASTM I y • __ • �,�T �,� - .---•... 6) ALL METAL CONNECTIONS NO FABRICATIONS SHALL COMPLY WiTH ki.s.c. SPECIE PONS. i s w•j �' 1• 3�% Il�'_• _�• FASTENING SUBJECT TO MOISTURE SMALL BE H01-DIPPED GALVANIZED TO ASTM A-153-60. (=?-N KOOS CONT. �V `. •i FOUNDATION DETAILS - c •' r/J' 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. MISC. ~ aT s t NTERICR 7HIdcETI SLAB DETAIL �•! a p u H u t�T r 8) GRADE Of LUMBER TO BE USED FOR THE FABRICU1pN Of STUD WALLS MAY BE SPF 12 . INSTEAD 1)i SYP 12. ����"..�: y F r 7. ��ItI11/'tMWiriMl_ ._..-_SSSS..--•••- •,.