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163 Beach Ave Guesthouse STHOUSE LIST OF DRAWINGS : 0% 1 .1 SITE PLAN MALCOLM JONES 2.1 FLOOR PLANS & SCHEDULES 4.1 ELEVATIONS or, ' 19 610 1 5.1 WALL SECTIONS & DETAILS 120 7.1 ELECTRICAL PLAN 115 S-1 GENERAL STRUCTURAL NOTES I-io S-2 FOUNDATION AND FRAMING PLANS 11110 1. 10RIDA i 105 S-3 FRAMING LAYOUT PLANS S-4 FOUNDATION DETAILS 2 5 S-5 WALL DETAILS DEPARTMENT OF NATURAL REsdURCES MONUMENT 72-81-A21 S-6 WALL DETAILS NORTHING:2181553.5 EASTING:375084.0 PROJECT LOCATION MAP INDICATEg PROJECT LOCATION NORTH 3 STORY FRAME RESIDENCE 0 NORTH 25.00 FEET OF LOT 5 POUND 112"IRON 8.7 16.4 3.1 PIPE,LB#1 ?0lw 248.64' 09 14.3 12.2 X9.9 mq..3 46.4 XO.9 -4.2 sc2.1 Alba 49.0 .................. A 14" A .8 x x x X -----------4 X X 717.7 1 17.2 IJ3 10'SETBACK ----------- c� cc LO m -------------------------T------------------- ------------------- IfXISTING WOOD c/) f DECK r5 EXISTING OUTDOOR 4 - - - - - - - - 00 m 17.6 !S 143 c� mu U9.4 i -6.5 x EXISTING 2-STORY - m 11-0 9.0 4134 X116 0.0 CENTER LINE RESIDENCE -4 0 i ui cl) --------- -- --------------------- ----------- ------------ -------------j ----------- 5'SETUdF_l----- '-9 2.6 WOOD FENCE i 17.9 16.8 14.6 $99.0 91 - 8,6 3.0 x Iw FOUND IMIRON 1 4.3 N6.6 N4.6 *2.2 X1.5 W1.0 247.17' PIPE,LB#Ieg STORM RUNOFF SUMMARY-FOR ENTIRE SITE 3STORYFRAME ;0 0 9 Rm RESIDENCE qr LOT 3 rn m I ING 0 TD90 �T rC- -ff K T HUE z TO m to m > 0 ml �ARTMENIT OF NATURAL RESOURCES NUMENT 72-81-A21 RTHING:2178371.2 3TING:375348.2 A x X X X )D Fli;�� X ------------------------------------------------------------------------------------------------ ---- 04 STAKED HAY t BALES FOR i DECK EROSION OUTDOOk KITCHEN CONTROL - EXISTING EXISTING TWO - WOOD DECK STORY HOUSE ----------------------------- EXISTING 2.5!WOP�D FENCE x CIT s '31EMENT PLAN MQ N WINDOW SCHEDULE DOOR SCHEDULE CEILING BASE CASINGS CROWN REMARKS WIN.NO. MFGRJTYPE MODELNUMBER R.O.SIZE DETAIL# REMARKS DOOR NO, TYPE MANUFACTUIRERIMODEL NO. SIZE DETAIL HARDWAF AATERAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH 1A ANDERSEN CLAD WOOD TW20310 7-2 1/8"X 4!-0 7/8' 10,11,1315.1 1 WOOD HALF-LITE DOOR PAINT-GRADE,SOLID 3'-3*X&Z THRESHOL. DOUBLE HUNG WEATHERSTR TYPE W GWB 2 NONE CASING ONE 4 NONE ANDERSEN CLAD WOOD 2 WOOD ROLL-UP FIMBEL DOUGLAS FIR 91-0"X T-o" IC OPEF IB TW20310 2-2 1/8'X 4!-0 7/8' 10,11,13/5.1 GARAGE DOOR REM"T lOOTH GWB 2 NONE CASING ONE 4 NONE DOUBLE HUNG 3 WOOD ROLL-UP FIMBEL DOUGLAS FIR gp-o"X T-V ELECTRIC OPEF 400TH GWB 2 NONE CASING ONE 4 NONE 1C ANDERSEN CLAD WOOD TW20310 2'-2 1/8"X"7/8" 10,11,13/5.1 GARAGE DOOR REMOTE DOUBLE HUNG 4 WOOD ROLL-UP FIMBEL DOUGLAS FIR 91-0"X T-o" ELECTRIC OPEF 400TH GWB 2 NONE CASING ONE 4 NONE 1D ANDERSEN CLAD WOOD TW20310 7-2 1/8"X 4!-0 7/8' 10,11,13/5.1 GARAGE DOOR REMOTE DOUBLE HUNG PANEL WOOD 3'-0"X 6'-8'X I 3W 400TH GWB 2 BASE ONE I CASING ONE 1 CROWNTWO I 1E ANDERSEN CLAD WOOD TW20310 2-2 118"X 4!-0 718" 10,11,13/5.1 6 2 PANEL WOOD 3'-O"X 6-8"X 13/4' lOOTH GWB 2 BASE ONE I CASING ONE I CROWN ONE I DOUBLE HUNG 100TH GWB 2 BASE ONE I CASING ONE I CROWN ONE I TILE ON CEMENT 7 2 PANEL WOOD Y-O"X 6-8'X 1314" I BACKER BOARD 8 CLAD FRENCHWOOD HINGED ANDERSEN FWH316BAR R.O.3�4'X&-8" 7,8,9/5.1 lOOTH GWB 2 BASE ONE 1 CASING ONE I CROWNTWO I 2A PAIR OF ANDERSEN CLAD (2)TW20310 T-2 1/8'X 4�-()79 EACH 10,11,12,13/5.1 (2)2X8 BETWEEN WINDOWS,NO FACTORY MULL PATIO DOOR lOOTH GWB 2 BASE ONE 1 CASING ONE I CROWNTWO I WOOD DOUBLE HUNGS 4W 1/4"X 4'-0 7/r TOTAL 9 2 PANEL WOOD Z-11"X 6'-8'X 1 3V 2B ANDERSEN CLAD WOOD TW20310 2-2 1/8'XV-0 7/8' 10,11,13/5.1 - DOUBLE HUNG 10 PAIR 2 PANEL WOOD (2)2'-0'X V-8-X 1318' 2C PAIR OF ANDERSEN CLAD (2)TW20310 7-2 1/8*X 4'-0 76 EACH 10,11,12,1315.1 (2)2X6 BETWEEN WINDOWS,NO FACTORY MULL 11 PAIR 2 PANEL WOOD - (2)2'-0'X 6-8-X 1318' WOOD DOUBLE HUNGS 4W 1/4'X 4'-0 7/8"TOTAL POLYURETHANE CASING I CASING I 2'-8"X 6-8"X 13/8' PAINT 3/4' 2D ANDERSEN CLAD WOOD TW21052 T-0 1/8"X 54 76 10,11,12/5.1 - 12 2 PANEL WOOD - DOUBLE HUNG D(ENAMEL 20E ANDERSEN CLAD WOOD TW21052 3'-0 118"X 5'4 76 10,11,12/5.1 13 2 PANEL WOOD - Z-8"X 6'-8"X 1 3V DOUBLE HUNG 2F ANDERSEN CLAD WOOD TW21052 3'-0 I/8"X 54 7M 10,11,12/5.1 14 2 PANEL WOOD - 2-4"X 6!-8'X 1318" kTCH RESIDENCE DOUBLE HUNG DOOR SCHEDULE NOTES: z 2G PAIR OF ANDERSEN CLAD (2)TW21052 3'-0 1/8"X 54 79 EACH 10,11,12,13/5.1 (2)2X6 BETWEEN WINDOWS,NO FACTORY MULL 1. EXTERIOR DOOR:INSULATED,LOW-E,IMPACT-RESISTANT GLAZING;FOREST GREEN/CLEAR PINE;BRIGHT BRASS HARDWARE 71n WOOD DOUBLE HUNGS 6-3'1/4"X 54 7/8"TOTAL �J�- ANN PAIR OF ANDERSEN CLAD 3'-0 1/8"X 5'4 71V EACH LvV 2H (2)TW21052 10,11,12,13/5.1 EGRESS WINDOW,(2)2X6 BETWEEN WINDOWS,NO FACTORY MULL AAA PLINTH 1 PLINTH I WOOD DOUBLE HUNGS 6-3"1/4'X 5'4 7V TOTAL BASE 1 cs 2J ANDERSEN CLAD WOOD TW21052 T-0 118'X 54176 10,11,12/5.1 DOUBLE HUNG ANDERSEN CLAD WOOD ECK MOULD SHOE 2'K DOUBLE HUNG TW20310 2'-2 I/8'X 4'-0 7/8' 10,11,1215.1 SAFETY GLAZING co ANDERSEN CLAD WOOD 2L DOUBLE HUNG TW21052 T-0 1/8'X 5'4 76 10,11,12/5.1 EGRESS WINDOW ,SECTION ELEVATION I I I I I I I ING HEAD BASE I- PLINTH 1- WINDOW SCHEDULE NOTES: MATCH HOUSE CASING 3'=T-0. 3'=l'-(r 1. INSULATED,LOW-E,IMPACT-RESISTANT GLAZING;FOREST GREEN/CLEAR PINE;INSECT SCREENS;WHITE HARDWARE 15'-r ly-w 3'4" 15'-r 13'-r 3'-4- 2 1/4" 1'4r 2 114" I�L�VH WOOD 1 FAILING F- - — - -- — — — — — — — — — — — — — — -- - — — 36"H WOOD RAILING Ey !? P.T.4X4 POSTS ON --------------- P.T.6X6 COLUMNS P.T.6X6 COLUMNS CASED W/IIX MATERIAL. CONC.PEDESTAL- E CASED W/I X MATERIAL FOUNDATION PLA EET S-2&DETAIL B2-A/S4 WH WOOD RAILING NEWEL Lu 0 ON -A- A- -A Poki-I --- ---- PORCH YA4 IT-8 X 10'-2 73-8—X10'-3/ 6 y^4 "L 4'CONC cm. - SLAB \liV UP ItifF1 ad 6-10, 11'4' T-1 1, 8-7" NEWEL 12'0'-01112" T-9 1/7 6!-101 ------- EGRESS WIND�� 8 D 3' 8X8 SE N,SH LA 5 WOOD SHELVES 2-2X6 STUDS 2-2X6 STUDS 6-0 X T-0 7-3 X T-0 LLI al kNK STORAGE PASSAGE STORAGE 16'-8 X T-0 LL 0 BWROOM 12'-8-X\11!-10 M7117 M77, F 6] /Yl CD 10 Iff Z-6 10 1,7:66 co Y^2 �AFETY IY^2N ISLAZING !p LIVING, DININQ AND KITCHEN I lz� Ap BATH 7z� ccmo N��T 8'-8 X V-4 X cm- 16'-2 X 2T-8 4 1 w1wU IN 1AITIC I HIPPEDICEILING C-4 fD 9 /IACCESSI 3 1 1 x 1 /0AE4TfBIJLE GARAGE 1.3.10 X sp 31'-8 X 20'4 Lu 3 Fl� Lu PANTRYH — — — — — — — —— —— - — —— — — — — — — — - -1 r- - — — — — — — ---— — - EIGRESS L Ic. 41INDOW 24112" adNKROOM 12'-8 X 9-6 FIER RS RANGE ----\ 2-2X6 STUDS &HOOD c'l lml VA 4LI-iiiiiii, I, �-THRU-WALL 2-2X6 STUDS (2 A) C2 B) EXHAUST (2 c Iu — — - — — — — — — — — — — -- - — — — — - -- — — —— — — — — — — - -- — — — — — — — — — — I — — L 5.1 �_K /' 1 NIL 6'-4- 6'-4- V-7' 13'-6 10 IF T-9- T-9" 19-11/2"1 &J" 32'-r 32-8" FIRST FLOOR PLAN. SECOND FLOOR PLAN- 1/4"=l'-V 1/4'=V-0" .................................................................... ......................................................... 12 EXHAUST HOOD, 13 THRUI VENT 7-7 3/4' CROWN ONE 1X6 T&G V JOINT CYPRESS PANELING ILI! (23) 2-6 X T-15 I Ti- (2 K) FRAMED MIRROR 14 1 1 1 CERAMIC TILE I I I I WALLS AND WOOD COUNTERTOP CEILING AT TUB 11 11 11 if 17 REFRIGERATOR Zt SOLID SURFACE TOP&SPLASH R RANGE WOOD VANITY TOILET 9 TUB TUB ,V4 314" Z-O" V-11' T-2 - -1v -0 1/4" 2V T.0 17 2-1 _E 11/3.1 INTERIOR ELEVATION 2/3.1 INTERIOR ELEVATION 3/3.1 INTERIOR ELEVAT 1/2"=Vl 1/2"=III GE HOOD THRU-WALL EXHAUST 12 12 �HITECTURAL ASPHALT SHINGLES ARCHITECTURAL ASPHALT SHINGLES 5 NN r- - - - - - - -- - - - - - - - - - -- - - - - - - - --- - - - - - - - - - - - - - - - - - - - PER EAVE DRIP& COPPER EAVE DRIP& IOOD FASCIA 1X WOOD FASCIA -STAINED CEDAR iLl LLLLU ui IGLES L1idLL_LLLu � q Ij LILLLI L� Ll 114 )D SHUTTERS LUL"id JL 36"H WOOD RAILING P.T.6X6 POSTS CASED W/1X WOOD kR PANELS,PAINT E= - L I IF IATCH TRIM PRE-STAINED CEDAR §1=7 ISF SHINGLES -IT I Zd "I LjL1jL HiuLiLL1LLLLL Li]L� theffi�hw_ tillildILLLI, 1, 1 '' If ' 'a' " LLLLILLL p Q L=q� AL HITECTURAL ASPHALT I I-tt I t-til ILW IGLES ON BRACKET-SUPPORTED IING,SEE 6/5.1 ----- - - - - - - - - - - - - -- - - - - - - Ll I I E17 U u u u u u u --tr--Er—u u u u u u u u ia LLLU L I L Lu LUL HA 1911 Ell EEI 311 1 EEI=31 ED L -L' P.T.6X6 POSTS CASED W/IX WOOD m[71 F7 FT1 FTI F___ F71 TF7 m IL FE I I CH I u-i-1-- -i L11 il 111 11 1 -4 .. .............. - - - - - - - - - - Lr_� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --r-1-:7 1_1 1-1 - - - - - F F_ 7 7 F ___1 11 11 L_ _ I L_ __j L_ __j WEST ELEVATION EAST ELEVATION 1/4"=Vl 1/4'=V-D" 12 12 5 ARCHITECTURAL ASPHALT SHINGLES COPPER EAVE DRIP& ol 1X WOOD FASCIA _LLiLLLL_iLLt_� I LILL LiLLL L JLLL \Ilr-ljv I LJLL LLtj LILLL 11 LLU _iLLLiLiLh 36"H WOOD RAILING if P.T.6X6 POSTS CASED W IX WOOD I LaiLl L� I LLA LLidLL�L� LLIL L L I son _r ILUILLLU-ULL LILLU LLLL�l Al m m! 11 U, I I H I I JL jL] I 1LLLLLiLLLtL_LL1 LJ-LJJJ LILLU L L J I I JH 110 j A_�� TT'T I ------ H7 _dUi LUU� LLILLL-LI _LL tLj A P.T.WOOD STAIR&RAILING 1i LUL-did LUL i1jL11 P.T.6X6 POSTS CASED W 1X WOOD tl-LL _LLfl_iLm LLULIL� ILLiuiilti L[fl I U I -ILLILLLU L d � I P.T.4X4 POSTS ON 6X8 JLLU I LLLL] LILLLI CONIC.PEDESTAL 3 11111L LLLLI LILLLI LIL[ LILM Liu-u LULL] ul L.......... if fill 11 111111 11111 111 it fill 11 111111 111 1 111111 11 - - - - - - - - --- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - L__r 111 1-1 - - - - - - - - - - - - ---- F 7 F 7 F_ 7 F F _j _j SOUTH ELEVATION NORTH ELEVATION 1/4"=V-0" 1/4"=Ill .0-4=ZG .0-.1=.Z4 .0-3=Z4 VS/9 N01133S VS/V NOU33S VS/C N01133S VS/Z N01133S .W Z-1c .0-1 L 'INO3 9# 1NOO 9# ME AS W3G SE)NVHH3AO AVMV3 9#-Z IM 9NlIOOA F F -C/M 9NliOOJ cs -E/M 9NlIOOJ*3NO3 -C/M ON E)NIKV'dJ MOOIJ HONOd mo-,�x.o-z x.o-z-I I HooiA aNz:3.LON INVINOMI L L Wisms#/m nvyo.9 Wam 9#/m nno.9 F- -1 r- -T -MM31YA X�/M i 4 e� a3W Sod 9X9Td 'INO3 9#- iNO3 9# CA ? -,7 ONLLC 'AN138 BOA w8nionas 7AA31 9VHO I o,o.gi 0 sanis WS 30VHOiS @ sarus I SVIS 3MMOiS aminM VMS 01 V7-I'-1 -0 33S-WIS3a3d'ONOD W Z#JdS 9XZ NO ONIHIMS \7 Z#JdS 9XZ NO 9NlHiV3HS V NOW No al3lHS ios a3.Lv3ziL minun 9,s*ogtiL No al3lHS ios a3iv3mi mirma '3mma ZW WOW HMVM 1301 NO IVW 'amovdnoo No m3mm H3IVM V 331 NO IVY4 'a3iovdVYO3 NO 8318M V OVA 3E)VNrvHa NO S310NIHS HOclVA IIVY 9 NO JMM V M 3E)vNrv8a NO S319NIHS MOclVA 11"9 NO AMM VIM OW SISOd MrTd mva3o a3NIVIS-Md X VIM 9X9 M WS*0NO3.V 8VCr:33 a3NIVIS-38d X Jr M 9X9 M WS'3NO3.k I -000MAld 3N.Zl -ios a3lV3HI MIN831 GOOMA-ld W.W .0.0 n @ islor Hill '03 LOVdV4O3 NO U318M SISIOr HOOIJ 9XZ'I*d 9NlaNVl 01 U30NIHIS Hoc VA MY 9 NO JMM V M NO ONIN030 3dl W unno aN31X3 x V M 9X9/M WS'ONOO.t IBM WZ co cs ce cm N33M,i3g.t-XVVY /m sN3isnwe zxz- CQ '183A*XZ MOaNlM MOONIM i3SM 1�;3 st /M ON11W8 4 VZ sl or A V 1:1 ON 2 Tt I 141)D 00"113 11 9X TM31V"X�/M a3W ISOd 9X9'1*d 1 w8nionas wmionas 33S-?A3MH 33S-U3Uv3H I V91L OiTyls -mmaivvy X�/M a3M ISOd 9X9Td NoLLvinSNI 61-H NOLLvinSNI 61-H dV3 dima dV3 diva MS0lXZ Td -Z H3AO ONIHSVId MMOD SM9.X MAIMS M3AO DNIHSVIA H3dd03 X MAIMS lHOW Ml WOMA MOM M30NVH ISIOr gzsni oi wi3a 33VON111VU H.9C NOSMIS I H39a3l 8XZ Td y y y y y y y y y y y y y y y @ sanis IG MdS 9XZ NO ONIH.LV3HS lrVi30 33S ONKIMOVY lle 'es'o.n/L No al3lHS JO &3=.C- 3AO3.KVdV3.V/CX.M 831VM 2 331 NO iVVY v x.z/L v a3dOlS/M ISOd 13M3N lqA31 HOTU ONZ aom 0 sisior 800iA 30VNWUa NO S310NIHS .3.0 9XZ Td NO 0ND103a 3di W .0'0.9 @ S3ssnmi sva33 a3N[ViS-3Ud 70.9�0 S3ssnHi Z#JdS 9XZ N( mi.q Owsior8on N30031 HOOIJ a3833Nl9N3-3Hd HOOIJ M33NIEW-Md G,s,o.% 3HS ONIHIMS 9XVldN( )NIMMM196 8XZ HMO I S310NIHS K NO 1800IJ-1-ClUnIS X NO uooi�tamnis H3.LVM' 40 dVHM 3snOH M3aNn E)NIHSVIJ M3ddOO V/C NO a3ina3HOS ME No a31ncsHos 3DVNrV80 I sanis MWEd V408A.Lno SVHOOIA HSINIJ SVHOOIJ HSINIJ HVa33l ,M3)l3llS MON. 9XZ NO E)NI13NVd SHMNRLS C NO MUM 3dl 9Xt NoLLvinSNI U-H NOLLyinSNI WH .3VMJ.I 310NINS HVa33 aoomijo smeza *3*0.gL @ sarlis Vs V9 (13113A39 Z#JdS 9XZ NO DNIHIV314S U U Hij sv M3AO I 39NVlJ 3,CJ 3NV89IN3YY H31VM 1331 NO IM 30VNrv8a NO S310NIHS Vo livi3a HVa3o a3N[VIS-3Hd 10 111S MOaNlM 33S-9NnvB aoom ce ,e (I 3SnOHH3V38 HOM 44 iNVIFV3S 01 NO&N T lOOIS 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sonis gxz No E)NI13NVd aoOmmo SMOZ4 .0-3=.E .0-4=X (310HS311HI V9/6 swvr vsn MOONIM--__ NOISN3.LX3 GVWr )1030 GOOMZ M311VN WEd NO VYINI HVa33 Xt iNVIV3S DNIKV18J OOOM MAO E)NIHSVIJ 3MORM M0139 lOOIS dOi MOVIIIS XZ"I*d Mssnuimooij.n N3alOS V dn S301S NC ON N330MC NO MOOIJ HSINIA SY13 3NV88PY3VY ONISV3.9 X.V/E Nmni'Nvd 111S M3ddO3 Hooa NOLLVIWISNI MMAV 310H E)nld *saniS N33AkL3S OND10019 9XZ nMHI N3HSVM 0.1/M MMOS VYlHi EV030 9XZ DV1.9 X O.Z4)INISURNnoo v iiima NVHSVY3VY H3AO SafllS 9XZ NO ON113NVd swvr Lms/9 1113MMS 3140H. 00OM80 SMOZ4 '310NIHSHV030 =.E .0-4=.E S83HSVM 0.1/M MHOSM 0.9/C SOd Z ---- 40 dVHM 3snOH GHS ONIH.LV3HS av3H LMSM GV3H V91L aN3 WV38 .0-4 H3HSVM 0.1/M ViSlS38-l0VdHl NOISN31X3 GV4Vr Bow V9/89 mliNf.L3(3 M3H0S0Yl.9X0.M MHOAH3d-HE)IH- M0138 mis aoom NOlSN3iX3 ewvr )INISMUNnoo aw nHa NOlSN3iX3 SWVr MOCINIM a�[ tXVHVa30 NOMA di8a UV3H CllnOVY)133N.M INVWMN,,� �-�-.tF KV313 9XV HV03 ci iNVW3S-------- INVTVF3S :jt)NV 1.11 dVdM Ml l0FF-- H3AO E)NIHSrA 3N"SVY3V4 ONIM 3snOH 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CORP. AA2755 ELECTRICAL SCHEDULE DOWN LIGHT:LITHONIA LC6 6"RECESSED HOUSING W/602 TRIM SURFACE OR PENDENT CEILING FIXTURE BY OWNER. INSTALLATION BY CONTRACTOR SCONCE BY OWNER. INSTALLATION BY CONTRACTOR SHOWER/CLOSET LIGHT:LITHONIA LC6 6' RECESSED HOUSING W/6LFI TRIM DOWN LIGHT:LITHONIA LCP 6"RECESSED HOUSING W/BRIEN TRIM lX4 2 TUBE FLUORESCENT UTILITY UNDER-CABINET OR OVER-DOOR CLOSET LIGHT W/JAMB SWITCH 2 LIGHT FLOOD TELEPHONE OUTLET CABLE TV OUTLET MEDIA OUTLET NTH: I-CAT-5E AND 1-RG-6 COAX(SMART 2) 2-CAT-5E AND 2-RG-6 COAX(SMART 4) $ LIGHT SWITCH $3 3-WAY LIGHT SWITCH $D DIMMER SWITCH $i JAMB SWITCH 0 1 10V DUPLEX OUTLET GFIO 11 OV GROUND FAULT DUPLEX OUTLET 1 10V WATER PROOF GROUND FAULT DUPLEX OUTLET 3a 220V OUTLET triq 4 EXHAUSTFAN XCEILING FAN/LIGHT COMBO SWITCH SEPARATELY SMOKE DETECTOR CARBON MONOXIDE DETECTOR - - - - - - - - -- - ---------- r, -T -------------- WP H TO SWITCH@ FIRST F WP H TO FLOODS A A NOTES: B B B 1.CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN E // ALL LOCATIONS REQUIRED BY ALL LOCAL,STATE OR NATIONAL CODES. 2.PROVIDE POWER TO ALL APPLIANCES AND 3 9) ELECTRICAL DEVICES PER MANUFACTURERS SPECIFICATIONS. 3.PLACEMENT OF SWITCHES AT DOORS SHALL BE TO/SVWCH FIRST FL( COORDINATED WITH CASING WIDTH TO CLEAR ALL CASINGS. A E E WILLIAM A.LEUTHOLD AR8§02 I ANVIN I C AT�C A E E FLORIDA SEAL B B B L -J REVISIONS: DATE: 0 IN CLG. 0 IN CLG. (0)IN CLG. -- - - - - - - -- - -1 F - - - - - - - - -- - - - - - - - - - - - - -- DRAWN BY: DATE: A REF. E RBP 6/22J2009 APPROVED BY: WAL E DRAWING FILE: ELECT. FI RANGE METERS ------ JONES BEACH GAR APT 7.1 ELEC; &HOOD db FI db db GFI Fl NEW GUESTHOUSE — — — — — — — —— — — — — — — — —— —— — T-7'j= C C I I C lql-�� l 11 MR. & MRS MOUNT ABOVE MOUNTABOVE MOUNT ABOVE III I I MALCOLM I Li DOOR CASING u DOOR CASING u DOOR CASING Ul jONES L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- J 161 BEACH "ENUE ATLANTIC BEACH, FLORIDA ELECTRICAL PUNS FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN 1/4'=T-0' 1/4"=l'-O" 7ml Uj 4) Cr Lj GENERAL NOTES AND DESIGNcRITERIA. CONCRETE: JOBSITE HANDLING AND ERECTION AND TEMPORARY TRUSS BRACING DURING ROOFING: CODES: THE PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING ALL CONCRETE HAS BEEN DESIGNED USING ACI 318 "BUILDING CODE REQUIREMENTS INSTALLATION OF TRUSSES SHALL BE CLEARLY LABELED AND COMPLY WITH TP11WTCA THE ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF THE ROOF COVERING CODE RESIDENTIAL 2007 (FBCR),ACI,AISC�NDS,APA AND ASCE-7 FOR STANDARD CONCRETE", AND CONSTRUCTED IN ACC ORDANCE WITH ACI 3 01 BCSI 1. SYSTEM AND FLASHING AND VALLEY MATERIAL ASPHALT SHINGLES SHALL COMPLY :3 "SPECIFICATION FOR STRUCTURAL CONCRETE". WITH ASTMD3161 AND BE INSTALLED ACCORDING TO MANUFACTURER'S ALL DESIGN,CONSTUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE ALL PRE-F ABRICATED TRUSSES SHALL BE FASTENED TO THEIR SUPPORTING MEMBERS REQUIREMENTS. CLAY AND TILE SHALL BE INSTALLED PER THE CONCRETE AND CLAY APPLICA13LE CODES AND JURISDICTION OVERTHE WORK INVOLVED. ALL CONCRETE SHALL HAVE A NUN.2 8 DAY COMPRESSIVE STRENGTH OF 2,5 00 PSI BASED I.E.WALLS,BEAMS WITH MIN.UPLIFT CONNECTOR INDICATED IN THE UPLIFT ROOF TILE INSTALLATION MANUAL AND THE MANUFACTURER'S RECOMMENDATIONS. ON ASTM C 172,C31 AND C39 UNLESS SITE DICTATES THAT THE CONCRETE WILL BE CONNECTOR HARDWARE SCHEDULE. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E 1514 AND INSTALLED EXPOSED TO ONE OF THE EXPOSURE CATEGORIES SPECIFIED IN CHAPTER 19, SECTION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 00 DETAILS FOUND WITHIN THESE DRAWMS SHALL BE ASSUMED TO BE TYPICAL DETAIL S 0 1904 OF FBC2007 AND AC1318,SECTION 4.2.2. ALL GABLE END WALLS SHALL BE BALLOON FRAMED OR BRACED IN ACCORDANCE THE C1_4 FOR THIS PROJECT ONLY. DETAILS SHALL GOVERN CONSTUCTICIN FOR THIE PROJECT GABLE BRACING DETAILS INDICATED WITHIN THESE PLANS OR SPECIFICATIONS. SUB-FLOORING: n UNLESS OTHERWISE NOTED W1TH[N THESE PLANS ADDITIONAL CONCRETE REQUIREMENTS FOR STRUCTURES LOCATED WITHIN 1500 FT SUBFLOORING AND UNDERLAYMENT SHALL BE A NUN. OF EXP. I-3/4"TONGUEAND < z COASTAL CONSTRUCTION CONTROL LINE AND OTHER EXPOSURES AS LISTED IN WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBCR EXCEPT AS NOTED WITHIN GROOVE, GLUED AND NAILED APA RATED SHEATHING OR STURD14-FLOOR, PLYWOOD OR 0 0 THE STRUCTUAL ENCANEER SHALL NOT HAVE CONTROL OR BE RESPONSBILE FOR TBE 6 Q� CONSTRUCTION MEANS AND NErHOD,TECBINIQUES,PROCEDURES OR SEQUENCES OR CHAPTER 19, SECTIONS 1904, 1905 AND 1907 OF THE FBC2007BLJILDING CODE. THESE PLANS. OSB. SPAN RATING NOT LESS THAN 24" ON CENTER SPACING FOR STURDI-I-FLOOR OR z 0 48/24 FOR APA RATED SHEATHING. FLOOR SHEATFUNG SHALLB E NAILED TO ALL WOOD Uj Li j ry THE ACTS OF CIMI�ff S SIONS OF THE CONTRACTOR OR ANY MIER PERSONS PERFOR]MING CEMENT SHALL CONFORM TO ASTM C 150;AGGREGATE SHALL CONFORM TO ASTMC33 THE DOUBLE TOP PLATE SHALL PROVIDE A 4 FT.LAP AND SHALL BE FACE-NAILED W/ SUPPORTS AND BLOCKING WITH 10d NAILS AT 6"ON CENTER SPACING ALONG PANEL 0 > 0 z - TEE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT TIHE WORK IN UNLESS ADDITIONAL REQUIREMENTS BASED ON EXPOSURE IN FB C2007 CHAPTER 19 NUN. (8)12d SINKERS. EDGES AND 12"ON CENTER SPACING AT INTERMEDIATE SUPPORTS. ry ACCORDANCE WITH TEE CONTRACT DOCUMENT& E STATE MORE STINGENT CRITERIA. LLJ :D ALL FRAMING CONNECTORS AND HARDWARE NOTED ON DRAWINGS SHALL BE WATERPROOFING: LLJ < Lij CO 00 THE CONTRACTOR SHALL BE RESPONSIBLE FORALL TEMPORARY BRACING THAT IS REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE MANUFACTU Y SIAVSON STRONG TIE OR APPROVED EQUAL. THE ARCHI"TECT SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL WATERPROOFING AND 0 1-- 1 LL_ REQURME DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL NOTED ON THESE DRAWINGS. REINFORCING DETAILS SHALL CONFORM TO ACI 315. FLASHING. Z <L < t_) 0 THE ENTIRE STRUCTURE IS COMPLETE ANY BRACING INDICATED OR CALLED FOR ON ALL REINFORCING STEEL SHALL BE HELD SECRUELY IN POSITION WITH STANDARD FASTENING SUB ED TO MOIST OR COASTAL CONDITIONS SHALL BE HOT DIPPED GALV. Uj 3: of 00 0,,� 0 04 THESE DRAWINGS ARE DESIGNED FOR TI-IE "FINAL"AND COMPLETED STRUCTURE ONLY. ACCESSOSRIES IN CONFOMRANCE WITH CRSI MANUAL OF STANDARAD PRACTICE. TO ASTM 153-80 STAINLESS STEEL INCLUDING NAILS AND OR SCREWS. n LJ 1 '100 __j > -4- --- SLABS AND FOUNDATIONS SHALL BE PLACED ON CLEAN SAND FREE OF DEBRIS AND U-1 0 (0 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND ALL MANUFAC D LUMBER SHALL BE PRESSURE TREATED TO A SERVICE LEVEL 3 1-- 0') F_- C-4 CONDITIONS AT TBE PROJECT PRIOR TO COMMENCEMENT OF THE PROJECT AND TO OTHER DELETERIOUS MATERIAL. STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. TREATMENT FO TERIOR CONDITIONS, U.O.N, to z 0:� . DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D 155 7,FOR 0 0 U-1 0 VERIFY ALL EQUIPMENT SPECIFIED WITHIN TME PLANS WITH THE ACTUAL EQUIPMENT A DEPTH OF 2'-0" BELOW THE BOTTOM OF THE FOUNDATION. SYP#2 SHALL BE SED FOR ALL HEADERS AND TOP PLATES AND ALL CONVENTIONALLY 0- 0 z PURCHASED. IF DIFFERENT THAN INDICATED ON THESE DRAWINGS NOTIFY THE EOR. IF FRAMED MEMB S. SYP#2 PRESSURE TREATED SHALL BE USED FOR ALL SILL PLATES, CONFLICTS OCCUR BETWEEN THESE DRAWINGS AND DRAWINGS OR SPECIFICATIONS THE FOLLOWING MIN. CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCMENT U.O.N. PREPARED BY ARCYRTECT,]MECHANICAL,ELECTRICAL OR PLUNSING ENGINE]ERS UNLESS EXPOSURE REQUIREMENTS AS SPECIFIED IN THE FBC2007 CODE STATE A MORE CONTACT EORFOR CLARIFICATION. STRINGENT REQUIREMENT: HEADERSTUDS D CRIPPLES SHALL BE NAILED AT 6"ON CENTER SPACING W/ 12d NAILS 3" CONCRETE CASE AGAINST AND PERMANTLY EXPOSED TO EARTH STAGGERED. A N. OF(1)CRIPPLE AND(1) KING STUD SHALL BE PROVIDED AT END OF ALLWD4DOWS ANDDOORS ASSEMBLIES ARE REQUIRED TO MEET OREXCEED THE 2" CONCRETE EXPOSED TO EARTH OR WEATHER, #6 REBAR AND LARGER EACH HEADER N. DESIGN ODMPONENT AND CLADDING WIND PRESSURES FOR THIS SPECIFIC PROJECT SITE IY2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 REBAR AND SMALLER AS INDICATED WITHIN THESE PLANS. lY2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER,OR IN CONTACT WITH HEADERS EXCE ING 48" PRIVDE SIMPSON SST-SPH4/6 OR SST-LSTA18 STRAPS FROM EARTH: PRIMARY REINFORCEMENT,TIES,SPIRALS, STIRRUPS IN BEAMS HEADER TO D LE TOP PLATE AT 329 ON CENTER SPACING, Y2"DIAM. ANCHOR BOLT OR Q) FOUNDATION DESIGN WAS BASED ON GEOTECHMCAL REPORT PREPARED BY AND COLUMNS Y2"xT' EPDXY A OR SHALL BE INSTALLED IF HEADER IS GREATER THAN 5'-0'9. V) JACKSONVILLE ENGINEERING&TESTING CONVANY, INC.DATED AUCIUST 31,2007, 2" SLABS AND WALLS (EXPOSED TO EARTH9 LIQUID OR WEATHER,CENTERED U-1 PROJECT NUMBER 0741040. ALL REQUMEMENTS FOR THE SITE PREPARATION AND SUL FOR SLABS ON GRADE ATTACHED HEA S OR BEAMS TO POST WITH(2) SIMPSON CS20 FLAT STRAPS WITH z CONTACTION AS STATED IN FBC SFIALL BE FOLLOWED UNLESS MORE STRING2,Tr (7)10d x 1 1/2"NA TO HEADERS/BEAM AND(7) 1 Od x 1 1/2"NAILS TO POST U.O.N. ON PLANS. 0:) 0 LL CRITERIA IS FOUND WITHIN THESE DOCUNff]NTS OR THE GEOTECHNICAL REPORT. A ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK,U.O.N. NOTCH HEADER EAMS UNDER TOP PLATES AND BEAR ON JACK STUDS OR USE 2 C_ SIMPSON HUC41 ANGER WITH(8) 16d NAILS TO WALL, (8) 16d NAILS TO HEADER. j :3� DESIGN BEARING PRESSURE OF 2,000 PSF WAS USED FOR FOUNDATION SIZING. TBE EOR 0 0 SHALL BE NOTIFIED IF SITE CONDITIONS DIFFER FROM DESIGN ASSUMPTIONS SPECIFIED. DOWELS FROM FOUNDATION OR SLABS TO WALLS SHALL MATCH VERTICAL WALL 0 U) n REINFORCING,U.O.N. DOWELS SHALL BE PLACED PRIOR TO CONCRETE PLACEMENT. ANCHOR POST T FOUNDAT1N WITH A MINIMUM OF SIMPSON ABU POST BASE WITH(1) < M DESIGN CRITERIA PROVIDE A%" CHAMFER AT ALL EXPOSED CORNERS ORBEAMS,WALLS,ETC.U.O.N. 5/8'9 THREADED D SET T' INTO THE FOUNDATION AND (12) 16d NAILS TO POST OR USE :2 < BUILDING CODE:FBCR 2007WITH LATEST SUPPLINIENTS (1)SIMPSON HT7 HOLD-DOWN WITH (1) 5/8"THREAD ROD SET 7" INTO FOUNDATION(18) 0 Ljj 16d NAILS IWNTO ST U.O.N. ON PLANS. 0:� z DESIGN LOADS: AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE I M LIVE LOADS: ROOF: 20 PSF CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. SEE STUD SCH LE FOR EXTERIORLOAD BEARING, SHEARWALLS AND NON-LOAD -'d M ATTICS WITH STORAGE: 30PSF BEARING STUD E AND SPACING U.O.N. ON PLANS. ry Q) ATTICS W[THOUT STORAGE: 1OPSF ANCHOR ADHESIVES SHALL BE EITHER"EPDXY-TIE SET"OR"ACRYLIC-TIE AT" BY "M ELEVATED FLOORS: 40PSF SIMPOSN STRONG TIE AND INSTALLED ACCORDING TO MANUFACTURE'S ENGINEERED L BER SHALL BE A MINIMUM OF 2.OE G-P LAM LVL AS MANUFACTURED DEFLECTION CRITERIA. IJ480 (CARPET/WOOD) RECOMMENDATIONS OR AS MANUFACTURED BY HILTI OR APPROVED EQUAL. BYGEORGIAPA IC WITH A MINIM OF THE FOLLOWING ALLOWABLE STRESSES: IJ600(TILE) E= 2,000,000 PSI ]EXTERIOR WALL DEFLECTION L/240 PUTTLE STUCCO SURFACE) STRUCTURAL STEEL: Fb=2950 PSI DEAD LOADS: SUPERIMPOSED ROOF: ALL WELDED WIRE FABRIC:ASTM Al 85 Fv= 285 PSI TOP CHORD: 7 PSF(SHINGLES) 15 PSF (TILE) CHANNELS,ANGLES, PLATES AND OTHER MIC. STEEL ASTM A36 Fc (perpendicular) 750 PSI BOTTOM CHORD: 5 PSF STRUCTURAL STEEL TUBING(HSS SECTIONS)ASTM A5 00 DEFLECTION CRITERIA: L/240 (CARPET/WOOD) STRUCTURAL STEEL PIPING ASTM A5 3 OR 5 01 OR BOISE VERSA LAM 2.0 3 100 SP L/360 (TILE) ALL BOLTS SHALL BEW' DIAMETER A3 25N U.O.N. WIND LOADING PER ASCE 7-05 ANCHOR BOLTS SHALL BE MIN. %"DIAMETER-ASTM F1 554 U.ON. MULIT-PLY ENGI qEERED (LVL OR PARALLAM)BEAM CONNECTION SHALL BE AS BASIC WIND SPEED: 120 MPH WELDED STUDS ASTM Al 08 FOLLOWS U.O.N. N PLANS: BUILDING CATEGORY: 11 DEFORMED BAR ANCHORS ASTM A706 (2)PLY 1 3 " WIDTH BEAMS-(3)ROWS- .131 x 3 1/4"NAILS @ 12" O.C. SPACING WIND IMTORTANCE FACTOR: 1.0 WASHERS SHALL BE ASTM F436 GRADE 36 (3)PLY 1 3 9' WIDTH BEAMS-(3)ROWS- .131 x 3 1/4"NAILS @ 899 O.C. SPACING EA. SIDE BUILDING EXPOSURE CATEGORY: C NUTS SHALL BE AATM A563 GRADE A HEX (4)PLY 1 3 " WIDTH BEAMS-(3)ROWS- SIMPSON 1/4"x 6" SDS SCREWS @ 12"O.C. ENCLOSEDSTRUCTURE SPACING A. SIDE BUILDING TYPE: TYPE V CONSTRUCTON ALL STRUCTURAL STEEL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC THE TOP D BOTTOM NAILS OR SCREWS SHALL BE PLACED 2"FROM TOP OR INTERNAL PRESSURE COEFFICIENT: +/-0.18 SPECIFICATIONS. BOTTOM F BEAM AND CENTER ROW OF FASTENERS TO BE PLACED IN THE BASIC WIND PRESSURES: qz=28.4 PSF qh=30.6 PSF MIDDLE FTHEBEAM MAXIMUM DESIGN PRESSURES (PSF)FOR COMPONENTS AND CLADDING FOR VERTICAL MINIMUM SIZE OF FILLET WELDS SHALL CONFORM TO AISC SPECIFICATIONS EVEN SURFACE: THOUGH SHOWN OTHERWISE ON ARCI-11TECUTRAL,MECHICNAL OR STRUCTRAL IN LIEU OF ALL READED RODS CONTRACTOR MAY SUBSTITUTE CONVENTIONAL MAXIMUM DESIGN PRESSURES(PSF) DRAWINGS. ALL WELDS SHALL BE A NUN.OF 3/16" ALTERNATING 2-12 U.O.N. STRAPPING OR I AREAS INDICATED ON PLANS TO USE CONVENTIONAL STRAPPING: EDGE ZONES("a"FT) DISTANCE FROM SIMPSON PH4/6 W/(10) 10d NAILS EACH END FOR WALL STUD/TOP PLATE AREA OF OPENING SIZE(SF) OUTSIDE EDGE OF STRUCTURE INTERIOR ZONE ALL WELDS SHALL BE MADE WITH E70XX ELECTORDES FOR STRUCTUAL STEEL AND E60 CONNEC IONS AT 32" ON CENTER SPACING U.O.N. 0-20 (+)26.0 AND(-)34.7 (+)26.0 AND(-)28.0 SERIES ELECT)DRDS FOR STEEL JOIST.ALL WELDING IS TO BE DONE BE WLEDERS 21-50 (+)24.7 AND(-)32.3 (+)24. AND(-)27.0 HOLDING CURRENT CERTIFICATES FROM A RECONGZIED TESTING LAB. ALL WELDS ARE SIMPSON PH4/6 W/(10) 10d NAILS FOR STUD AND(6)IOD NAILS TO SILL PLATE 51-100 UP TO AND INCLUDING (+)23.2 AND(-)29.3 (+)23.2 AND(-)25.4 TO BE PER A.W.S.D 1.1 CODE. CONNEC IONS AT 16" ON CENTER SPACING U.O.N. 100-200 UP TO AND INCLUDING (+)22.0 AND(-)27.0 (+)22.0 AND(-_)24.2 T I 1-T PRIME ALL STEEL SURFACES BOTH EXPOSELT") AND CONCZ11A ED,ARE TO RECEIVE ONE SIMPS07N 9 STA36 STRAPPING W/(26) 10d NAILS EA. END FOR LOAD BEARING SHOP COAT AND FILED SPOT PRIME (WELDS, SCARS,CONN, ETC.) STUDS T FLOOR FRAMING BELOW CONNECTINS AT 32" ON CENTER SPACING THE PROPOSED STRUCTURE IS LOCATED WITHIN A WIND BORNE DEBRIS AREA ALL ANGLES� BARS,ANCHORS,ANCHOR BOLTS,ETC,EMBEDDED IN COCNRETE SHALL BE U.O.N. THEREFORE IMPACT RESIST GLASS OR SHUTTERS SHALL BE PROVIDED. HOT DIPPED GALV. AFTER FABRICATION. EXTERIOR WALL AND INTERIOR SHEAR WALL SHEATHING: CONCRETE MASONRY: ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALV.AFTER FABRICATION OR WALL SHEATHING SHALL BE MINIMUM OF EXP. I APA RATED SHEATHING OF APA 06-16-09 P.I. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM 28 DAY COMPRESSIVE STRUCTURAL 1-(5)PLY PLYWOOD: SPAN RATING NOTE LESS THAN 32/16. FASTEN STRENGTH OF 2,000 PSI PER ASTMC 10 19. GROUT SHALL BE MIXED TO PROVDE A SLUMP STAINLESS STEEL OR AS INDICATED ON THE CONTRACT DOCUMENTS. SHEATHING WITH A MINIMUM OF 8d COMMON NAILS AT 6" ON CENTER SPACING AT THE DATE ISSUE/REVISION BETWEEN 8"TO I I",U.O.N. IN FBC PER EXPOSURE CATEGORY REQUIREMENTS. SUPPORTED EDGES AND 6" ON CENTER SPACING AT INTERMEDIATE SUPPORTS. REDUCE STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUB MITTED TO EOR FOR APPROVAL PANEL EDGE NAILED AS INDICATED ON PLANS AND MIN. 399 ON CENTER SPACING We hereby expressly reserve the property MORTAR SHALL CONFORM TO ASTM C270 TYPE M OR S,U.O.N. IN FBC PER EXPOSURE PRIOR TO FABRICATION. CONTRACTOR SHALL CAREFULLCHECK AND STAMP AROUND OPENINGS AND 3" EDGE NAILING IN LOWER TOP PLATE ON ALL EXTERIOR rights to this drawing CATEGORY REQUIREMENTS. "APPROVED"BEFORE SUMBTITING TO THE EOR. NO SPLICES OR OTHER DETIALS ARE TO WALLS. and it is not to be BE ADDED WITHOUT SUB MITTAL. reproduced, copied in any format or manner CONCRETE MASONRY UNITS SHALL BE ASTMC90-75, HOLLOW LOAD BEARING UNITS, EXPANSION ANCHORS: U.O.N. INSTALL AHNCORS PER MANUF.WRITTEN INSTRUCTIONS, SHEAR WALL AS INDICATED BY SW-I ON THE PLANS SHALL BE NAILED WITH SAME whatsoever without first TUYPE 1, GRADE N-1,NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH OF 1,900 INCLUDING MANUR NUN,EMBEDMENTS AND EDGE DISTANCES.ALL ANCHORS WITH NAILING PATTERN AS ABOVE WITH A MINIMUM OF (2) STUDS AT EACH END OF THE WALL obtaining our express PSI(F'M= 1500 PSI),U.O.N. IN FBC PER EXPOSURE CATEGORY REQUIREMENTS. EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALV. SEGMENT INDICATED ON THE PLANS U.O.N. written permission and SW-3 INDICATES AN INCREASE IN THE NAILING PATTERN TO 3" ON CENTER SPACING AT consent. CONTINUOUS REINFORCING STEEL SHALL BE LAP SPLICED WITH A MIN. LAP OF 48 TIMES HOLES REQUIED FOR BOLTED CONNECTIONS MAYBE DRILL OR PUNCHED. THE SUPPORTEDEDGES AND 6" ON CENTER AT INTERMEDIATE SUPPORTS WITH A DRAWN BY: CHECKED BY: THE BAR DIAMETER, WWF WIRE SPACING PLUS 69'. WOOD FRAMING: MINIMUM OF (3)STUDS AT EACH END OF THE WALL SEGEMENT INDICATED ON PLANS RAW GMH ALL CELLS SHALL BE GROUTED WHERE VERTICAL REINFORCING IS INDICATED ON THESE ALL WOOD MEMBERS EXPOSED T)O EARH OR N CONTACT WITH COCNRETE MASONRY OR U.O.N. AE JOB NUMBER DRAWINGS. SEE ADDITIONAL CMU NOTES FOR MASONRY CONSTRUCTION AND EARTH SHALL BE TREATED WITH A PRESERVATIVE SUITABLE FOR THE SITE EXPOSURE ROOF SHEATHING AND DIAPHRAGM ATTACHMENT: INSPECTION GUIDELINES. CONDITIONS. NUN. OF PRESSURE TREATED IS REQUIRED.IF ACQ TREATMENT IS USE A MINIMUM OF EXP. I APA RATED 5/8" THICK PLYWOOD SHEATHING WITH A SPAN 10- 1013-09R1 CLAY MASONRY: PROVIDED ON THE MEMBERS THEN ALL NAILS AND SCREWS ARE REQUIRED TO BE HOT- RATING NOT LESS THAN 24/16. ALL PANELS SHALL BE CONTINUOUS OVER A MINIMUM OF DIPPED GALVANIZED AFTER FABRICATION MEETING ASTM A 153, CLASS C OR ASTM B695. 3 SUPPORTS. END JOINST SHALL BE STAGGERED. PROVIDE MIN. 2X4 BLOCKING WITHTN 4' ANCHORAGE OF BRICK VENEER SHALL BE WITH APPROVED TIES WITH SPACING NO OF GABLE END WALLS. FASTEN TO SUPPORTS AND BLOCKING WITH A MINIMUM OF 8d MORE THAT 16"ON CENTERS VERTICAL AND HORIZONTAL. A MIN. OF NO. 9 GAGE PRE-FABRICATED WOOD TRUSSES SHALL COMPLY WITH NDS AND ANSI/TIP 1-02 AND RING SHANK NAILS x 2 V2"LONG 6" ON CENTER SPACING AT PANEL EDGES AND 6" ON GENERAL STANDARD WIRE TIES SHALL BE USED. SHEET METAL TIES OF A MIN. OF 22 GAGE x 7/8". SHALL BE DESIGNED B Y THE TRUSS MANUFACTURER'S ENGINEER AND SUBMITTED FOR CENTER SPACING AT INTERMEDIATE SUPPORTS,REDUCE NAIL SPACING TO 3"ON CENTER APPROVAL WITH A REGISTERED ENGINEER'S SEAL. DESIGN CRITERIA SHALL BE AROUND ALL OPENINGS AND SPACING TO 3"ON CENTER AT PANEL EDGES 4' FROM GBLE NOTES CLEARLY LABLED WITH RATED LOAD CAPACITY OF ALL TRUSS TO TRUSS CONNECTOR, END WALLS. REACTIONS, SIZES OF ALL MEMBERS, DEAD, LIVE AND WIND LOADINGS WITH SPECIFIED SPACING. S - 1 SHEET NUMBER V-7j" V-2j" 6 _8" rB 2 Li 'to) 10 ,�PROVIDE PT 6x6 POST -PROVIDE PT 6x6 POST -5" 51ttljo$-01 1 V-2j" 1, 0 TYP. 6-PLS. STRAP w/ _j ,0 0 11 W/CB66 POST BASE (2)MSTA36 STRAPS TO _j L0 PROVIDE PT 4x4 POST -�A TYP. rA 1"� TYP. 2- TYP. 6-PL'S. TYP. AT BEAM/POST. 4 W/ABU44 POST BASE S-4 6-PL'S. S-4 2-Pl_'� S-4 LO PT(4)2x 10 U-) TYP. 6-PLS. < z Contractor to provide all PROVIDE PT2x4 BLOCKING 0 V) Z-max connectors by MID SPAN NAIL w/(4)8d DENOTES FTG. F2.0 1100 _j Simpson Strong-Tie (or X NAILS TYP. EA.END. C)o F2.0 C14 SIZE SEE F3.0 Equal) or Stainless Steel." All NEX P124 _ELR MWS- F3 SCHEDULE .0 0 F - 7 screws and nails to be SS. 0 16"OC. w.SIMPSON !Z= PROVIDE SYP#2 PT.2x8 LEDGER C�4 (-A- 1'-O"x1'-0" THK. LUS28 HANGER 0 LEDGER NAILED TO STUD WALL w/MIN. rA 1'%� T/FTG. ELEV. a- TURNDOWN EDGE W/ 1\�4 AND H2.5A CLIPS OR EQ. ArIBEAm (6)10d NAILS 0 EA.STUD. < z -l'-O" BELV�W�� 1\� 0 2-#5 CONT. TYP. F rB 1"� - 0 0 L 00 1 PROVIDE 44 POST w/(2) 0 0:� t�c_ ATES 0 MSTA24 FLAT STRAPS z 0 GRADE TYP. F3.0 INDIC rNj THREADED �OD Ijj - _j F2.0 F2.0 /10 UNDER BEAMS TYP. CY- WHERE SHOWN. LJ 0 z C-4 ::D LLJ LLJ Z LLJ M 00 �5 I LL_ TYP Bi z < < 0 0 S-4 U_ LLJ �:: ry 00 ry r) CN LLJ U.O.N. V) @ V) V) _j LJ 1 10'_0 PROVIDE PT 44 POST > -4- 0 rA2__� 0 W/CB44 POST BASE 0 LLJ M rA 2%� 1_1 TYP. 2-PL'S. U_ C'4 ro z cj:� . 0 0 Li 0 0 z -4// T _ SYP#2 (2)2x8 CF2.0 TYP. U.O.N. HEADER 'r SEE SCHEDULE IYP U.O.N. D 00 T/FTG.ELEV.-l'-O- MIN. I FLR.TRUSSES F2 Q) BELOW GRADE TYP.0 4" CONC. SLAB REINF. '00 0 EXT.FTG'S.U.O.N. w/ WWF 6x6- NO. 10 OR C14 LLJ FIBERMESH REINF. OVER z > 0 _j 6 MIL. VAPOR BARRIER A 1"� 7) 0 < OVER CLEAN COMPACTED Uj S-6 S-6 :2 c- TREATED FILL. a. 1*_� _j S-4 0 4� 0 CO = < Q) U M :2 =3 < V) I I I SIMPSON SSW18x7 STEEL z SIMPSON SSW18x7 STEEL STRONG WALL w/(2)1"O A.B. & STRONG WALL w/(2)1"O A.B. & (12)j"x3j" SDS SCREWS INTO (12)j"x3j" SDS SCREWS INTO HEADER, FOLLOW MANUFS. HEADER. FOLLOW MANUF'S. 82 TYP.0 SSW-SIMPSON INSTRUCTIONS FOR INSTALLATION. INSTRUCTIONS FOR INSTALLATION. RF3.Ox4.0 RF3.Ox4.0 S-5 STRONG WALL TYP. - - - -- - - - tE INTO TION. _N_ -(3-)2xlT - - - - - - -- -T3T2;1_�_ 2-PL'S. 3 TTx rA 1 j/�Al J 177 1 �-5 PROVIDE (2)MSTA24 PROVIDE PT 6X6 POST \-(EXTEND HEADER \-SEE DETAIL C4/S-5 (ffXTEND 17T9DER L - IL OPP. FLAT STRAPS 0 BEAM TYP. 6-PL'S. OVER TOP FOR LOW ROOF SUPPORT OVER TOP TYP.O SSW-SIMPSON F3.0 F3.0 S-5 HAND TO POST TYP. P[T(3)2x8, FROM BELOW STRAP W/ MIN. 3 OF SSW. WALL) BRACKET TYP.4-PL'S. OF SSW. WALL) STRONG WALL TYP. CS1 6 STRAPS TYP. AT END POST 2-PL'S. ca 00 X X 32'-8" C14 (N FIRSrALOOR WDOWNPLAN PROVIDE MIN.(2) PLY SCALE: 114" = 1p-0 op BUILT UP COL. 0 BEAM TRUSS T11 WALL w/(2)MTS12 STRAPS\ ___�---PROVIDE 2x BRACE TO NOTES: TYP. HEADER BELOW W/0) 1. ALL EXTERIOR WALLS ARE DESIGNATED AS SW-1 SHEARWALLS U.O.N. ON PLANS. MSTA24 EA.END. 2. SEE Cl/S-4 FOR THREADED ROD DETAILS. FO UNDA TION PI.A N 3. SEE GENERAL NOTES SHEET S-1 FOR POST & HEADER CONNECTIONS.U.0,N. ON PLANS. 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WALL (2)2x8 N. WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 'i .1�v I &S I SCALE: 114" = 1 '-0" INDICATES J"O 5. SEE SHEET S-3 FOR UPLIFT SCHEDULE. (D 0 - _ _ THREADED ROD (2)2x8 6. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON-LOAD BEARING AH THREAD NOTES: 6= WHERE SHOWN. )C MAX\-\--4 0 RODS MAYBE OMMITTED. 1. REFER TO EXISTING ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS, 2x6 RAFTERS 0 24"( Lr_ 7. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, THE 2. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH W/SIMPSON A35 CLIPS EA.END ca CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES A X FBCR CHAPTER 4 OF RAFTER (OR EQ.) C4 T CONT. LOAD PATH TO THE FOUNDATION. 3. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY 8. SEE SHEET S-3 FOR FLOOR ROOF TRUSS LAYOUT PLAN. SUITABLE SUBSURFACE CONDITIONS PROVIDE OVERFRAMING 4. ASSUMED ALLOWABLE SOIL BEARING CAPACITY= 2,500 PSF 2x8 FLATWISE NAILED DESIGN BASED ON GEOTECH REPORT PREPARED BY JACKSONVILLE ENGINEERING TO SHEATHING 04 -31-07 C-4 w/(4).131 xY ;i z & TESTING PROJECT No. 07-J104O DATED 8 fz z Uj NAILS 0 24" OC. U� 3: (n FOOTING SCHEDULE LEGEND 06-16-09 P.I. MARK SIZE BOTTOM REINF. REMARKS THREADED ROD LOC'N. SPACED 0 DATE ISSUE/REVISION 4'-0" OC. MAX. TYP 0 EXT. We hereby expressly F2.0 2'-O"x2'-0"x1'-0" 2-#5 EACH WAY WALLS & WHERE SHOWN ON PLAN reserve the property #2 (2)2x6 U.O.N. rights to this drawing F2.5 2'-6"x2-6"x1'-O" 2-#5 EACH WAY HEADER SIMPSON LTS 12 STRAP and it is not to be SYP TYP U.O.N. reproduced, copied in F3.0 3'-0"x3'-0"x1'-6" 3-#5 EACH WAY X any format or manner whatsoever without first CF2.0 2'-0"x1'-O"xCONT. 2-#5 CONT. X X MTS 12 - TWIST STRAPS. obtaining our express V written permission and _011 4-#5 x 2'-6" SHORT TO AC UNIT ATTIC - - - consent. 3-#5 x V-6" LONG I ACCES' LINTEL DRAWN BY: CHECKED BY: RF3.Ox4.0 3'-O"x4'-0"x1 P&BOTT. ATTIC A�1 S-6 S-6 RAW GMH SEE CONVENTIONAL FRAMING NOTES ON S-1 AE J66 NUMBER 2nd FL OOR TIE DOWN RAN MSTA-FILAT STRAPS A &,SSCALE. 114" = it-C 10- 1013-09R1 NOTES: PROVIDE (2)SIMPSON MSTA24 CONTRACTOR TO SHORE UP EXISTING 1. ALL EXTERIOR WALLS ARE DESIGNATED AS SW-1 SHEARWALLS U.O.N. ON FLAT STRAPS EA.END OF SW-1 Provide SPF#2 2x4 studs 0 16"o.c. for all ROOF PRIOR TO REMOVAL OF EXISTING FOUNDATION PLANS. SEGMENT TO FRAMING BELOW. 1st & 2nd Floor Exterior load bearing walls & WALLS,POSTS & BEAMS TYP. 2. SEE C1/S-4 FOR THREADED ROD DETAILS. SPF#2 2x4 studs 0 16" oc. for int. load FRAMING 3. SEE GENERAL NOTES SHEET S-1 FOR POST & HEADER CONNECTIONS.U.O.N. bearing walls, and shear walls TYP.U.O. . on ONTRACTOR TO INFILL INTERIOR N C ON PLANS. Plans. SPF#2 2x4 0 24"oc. for all non load C PLANS /I@ WALLS w/2x4 STUDS PER PLAN. 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD 411 1 bearing walls. BEARING WALL WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 7� Z A- /7 1 5. SEE THIS SHEET FOR UPLIFT SCHEDULE. ALL EXTERIOR WALLS ARE SW-1 SHEARWALLS WHERE WALL FRAMES ON BEAM BELOW PROVIDE 6. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON-LOAD BEARING ALL U.O.N. SEE S-1 FOR NAILING PATTERN. SPH4 TIES 0 32"O.C. & MSTA21 & HTS20 0 32" THREAD RODS MAYBE OMMITTED. - PROVIDE (2)2x STUDS 0 EA. END OF SW-1 O.C. MAX. 7. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, WALL SEGMENT (3)2X STUDS 0 EA. END OF A THE CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT SW-3 WALL SEGMENT. STRAPPING CREATES A CONT. LOAD PATH TO THE FOUNDATION. 8. SEE SHEET S-3 FOR FLOOR & ROOF TRUSS LAYOUT PLAN. S - 2 9. PROVIDE MIN.(2)SIMPSON H2.5A CLIPS TYP.EA.END OF TRUSS or EQ. U.O.N. SEE NOTE FOR FRAMING OVER BEAM BELOW. SHEET NUMBER ljj P2 P2 < 4-j Pi Pi z H3 H1 00 C14 7) 7) 7) z 0 RIM z 0 MEN-- i Uj LL_ ry > 0 Z _ - _r CK _r -d- X CY- J2 J2 0 U C" < z Lj cn 00 7) H4 1.— 0 H2 0 H2A H4 < < 0 LIJ �:: 0:� 00 cr- n N W __ P3 P3 j > "o- C-) 7) 7) ILO IL/ rc- 31 T12 C14 (n W 0 (A W N to N NJ Z 0:� 00 00 00 00 00 co 00 00 00 0 0 L.Li 0 NI) n 0 z J11 I M V V IV V! A M IV q M A M M A M A 19 A M J6 M 7) LDGR1 J 2 1 - IJ7 now P4 0 P4 J8 J3 LLJ 111111 HII 11 U111 ' I D 0) Q) �;7 0 LLJ z > DO 0 _j 0 < IL 11 11 11 U 11 11 1L 11 1_11 11_ 1].- 11 11 11 11 11 :2 C _j 4� 0 0 7 < Q) U ME Q TT X\ CHASE Q0 % I INt, >1\ J3 W8 J2 J 7 J 6 4-J 11 11 11 n 11 11 U L 11 11 Ll U U U U 00 (DFIRSTFL OOR JOISTLA YOUTPLAN SCALE: 114" ROOF TRUSS LA YOUTPLAN (DSCALE: 114" 1 '-0" f 06-16-09 P-1. TRUSS CONNECTORS I SCHEDULE DATE ISSUE/REVISION TRUSS We hereby expressly SIMPSON REACTION lbs reserve the property rights to this drawing H2.5A 4 600 and it is not to be SCHEDULE FOR POSTS (2)H2.5A 600 < Truss Reaction < 1200 reproduced, copied in MTS Truss Reaction < 1000 LABEL POST SIZE FASTENING TOP ADDITIONAL NOTES FASTENING BOTTOM any format or manner C866 whatsoever without first (2)MTS 1000 < Truss Reaction < 2000 P1—H1,2 6x6 #2 PT SYP 2—MSTA24 P`1 TO FOOTER obtaining our express L_(2)HTS Truss Reaction < 2900 P2—H3,4 6x6 #2 PT SYP 1—HTS16 EACH BEAM P2 TO P1 1—MSTCM40 written permission and ABU44 consent. T FOOTER P3—H2,2A 4x4 #2 PT SYP 1—H6 EACH BEAM P3 TO RAWN BY: CHECKED BY: D P4TO FOOTER D WITHIN 6" CONTRACTOR MAY SUBSTITUTE AND APPROVED EduAL FOR THE CONNECTORS P4—H4 3—PLY 2x6 #2 SPF 2—H6 7............. -- , - I RAW GIVIH 1 LISTED IN THE TABLE ABOVE TO MEET THE i; kEQJIRED UPLIFT RESISTANCE 'Hurdcans clips arld Wst stnra" AE JOB NUMBER RAMING LEGEND MINIMUM NAILING FOR ALL FLOOR AND DECK F JAM.SA=Simpson 1-12.5AW(6)8cbcl.V'nia_1119�'Isecherid-Capacit�.�_i�pj ty=10001bi ATTACHING TO MIN BEARING DECK AND PORCH BEAMS HANGERS li.�s iirnpion- city=14WIb i LABEL MEMBER SIZE — 1013-09R1 2.5/2.9 2—PLY FROM BOTH SIDES 10 -------------- POST/POST H1 4—PLY 200 #2 PT SYP 3—PLY FROM BOTH SIDES 'IVISTA24 Simpson MSTA24 4(9)1 Od nails each end-Capacity 1840 5.5/3.5 POST/POST !MsfA36;z_SImpaonM_STA36W(13)10d nails each end H2 2—PLY 2x1O #2 PT SYP apecity 2135 1 imsTca S Imps,on MSTC28 4(18)led slnkers each arid-Capacity=3310 lb H2A 2—PLY 2x1O #2 PT SYP POST/POST MSTC40 Simp I so.n IVISTC 40 W(26-)led$140M eacti and-Capacity=474-016 LUS28 BEAM/ LEDGER sl-nk�omeach-eM--Cep-ac-it-y-=-WWlb DA 2x8 #2 PT SYP 16"OC A MSTC66 Simpson IVISTC66 v4(38) Hsavy gitclor tiedio%ins BEAM/ BEAM FRAMING ---------- 11V113T.Sim.p.a,on I M.GT I md__(_2_2)'_16'd-ri als- Into t-n--A-s--arid(1)1/2"thru-ImIt into ftg.-Capacity 39M lb RIM 2x8 #2 PT SYP Ir - '"__-,___-, _'_"-__ -,- 'k_4 � F1—F2 14" DEEP SYS42 16"OC WALL/ WALL AYOUT PLAN S'm_pso'n__P'H_D__2__W__ '(1'0_)'__S''D_S_'1/4xT'screws Into truss and(1)1/2"tNu-Wt i o Capacity 3610 lb !PHD5=Simpson PHD2 W(14)SDS1/4xV'scmm Into truss and(1)5/9'thnk.Wt into fig.-Capacity=4686 lb Htti6_=Simps-oni-17171164(18)led nails into-fruss and(1)I/ZIthru-Wt1nto.1tg_.-Ca� pscity=411_751lb 1 Hitn Simpson HT'T'22 w/(3-2)1 6-d-nails into truss-and'(1)61-V'thru4x)lt into fig.-Capacity 5260 Ib I tbSiigi)& 1. . _ . - - - -- -- . +�'I - son HDO8 wt(20) screws Into truss ard(1)7/8"t t Into ftg.-Capacity 'HDQ6 Simp- k35 ib SCHEDULE FOR ROOF BEAMS I——------------ iTHAI-2=Simpson ti�1142_fr�ertiiqd+44 ginciiihin*4(�O�1-0-d-n-a-il,s,-I-r-t,o-f-a-ce*---Ca--pa--cit-y,--= FASTENING LABEL SIZE LABEL HANGER MIN BEARING —PLY 2x8 #2 SYP A H3 3 H4 P—PLY 2x8 #2 SYP A 5.5 5.5 S - 3 SHEET NUMBER Uj a) UJ 1/2' THREADED ROD TYP.U.O.N. < Vi z V) 0 tz z SILL PLATE C4 00 z 2 Uj N < 0 A L.Lj A . A 0 > z — cj:� -r ry r) LLJ 4 4 L.J ry 4 Z L-1 00 z < q LLJ 00 CN LLJ > EPDXY IN 5/8" HOLE 0 LLJ ID OR ARCYLIC IN 9/16- HOLE 0) ro z . . TYP.U.O.N. - 00z 0 PO CL a wo, THRU BOLT C1 SLAB CONNECTION SCALE: @ POST SIMPSON POST BASE OR APPROVED Uj EQUAL SEE PLAN. z > 0 8"X8"Xl'—O" TALL PEDESTAL W/ 0 < WOOD POST OR BUILT UP COL. 4#4 VERT'L & (2)#3 TIES TYP. 0 T/FTG. SEE PLAN L) < J 5r Cg SE ADD CORNER BAR E PL\AN TO MATCH & LAP SCHD. 1 4" CONCRETE SLAB FTG. REINF. \—FOR REINF. SEE FTG SCHEDULE 8" CMU 2'-0 (GROUTED CELLS) SECTION 132—A 4" CONCRETE SLAB # 5 VERTICAL 0 4'-0" O.0 N #5 CONTINUOUS w/ 30" MIN LAP (TOP OF GARAGE FLOOR) J L END AROUND CORNERS w/ 6" HOOK INTO FTG. 8 POST AND 12" HOOK INTO HEADER OCK EXISTING CONC.SLAB TO REMAIN 0 OWNERS OPTION. SIMPSON POST BASE OR APPROVED EQUAL (2) #5 CONTINUOUS w/ 30" MIN LAP --COW. FrG. SEE WOOD POST OR SEE PLAN. BEND AROUND CORNERS PLAN AND SCHD. BUILT UP COL. 2) #5 CONTINUOUS w/ 30" MIN LAP V&—a-4— BEND AROUND CORNERS �t 06 FIN. FL. k 1, 8" j=V— . ' 8" Uj oo U) Uj' Uj PL\AN '�'�FORI REINF. SEE FTG SCHEDULE SECTION B2— i TYPICAL CORNER REINF. TYPICAL EXTERIOR SECTION THRU STEMWALL \rn��-P EXT. SECTION THRU TURN DOWN SLAB BI POST FTG. B2 FOOTING AT IDEPRESSED SLAB B3 @ GARAGE B4 SCALE: 1 /2"=l '—O" SCALE: 1 /2"=l '—O" SCALE: 1 /2"=l '—O" SCALE: 1 /2"=l '—O" 06-16-09 P.I. DATE ISS' APA RATED SHEATHING ON NEW 2x— STUD WA We hereby ROD EMBED SEE SEE PLAN reserve the DETAIL C1 THIS SHEET rights to th! 4" CONCRETE SLAB and it is r ROD EMBED SEE reproduced, 8" CMU — GROUT ROD EMBED SEE _,,..—#5 CONTINUOUS w/ 30" MIN LAP DETAIL C1 THIS SHEET any format 4" CONCRETE SLAB ALL CELLS SOLID DETAIL C1 THIS S BEND AROUND CORNERS whatsoever vy TYP. obtaining OL written perm #5 CONTINUOUS w/ 30- MIN LAP 8" CMU — GROUT 4"CONC.SLAB /--4" CONCRETE SLAB const BEND AROUND CORNERS I EXISTING CONC.SLAB (TOP OF MAIN HOUSE FLOOR) ALL CELLS SOLID TO REMAIN 0 OWNERS Uj DRAWN BY: TYP. LU ET 4 5 CC JET E!END 5 V OPTION, V) RAW C # 5 VERTICAL 0 4'-0" O.0 w W 6" / 6" HOOK INTO FTG. AND1 AND 12" HOOK INTO SLAB AE JOB 2) #5 CONTINUOUS w/ 30" MIN LAP 0 BEND AROUND CORNERS # 5 VERTICAL 0 C'41 4'-0" O.0 (2) #5 CONTINUOUS w/ 30" MIN LAP w/ 6" HOOK INTO FTG. ji. 10- 101 BEND AROUND CORNERS (2) #5 CONTINUOUS w/ 30" MIN LAP—/� V-8" (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS 6" 1019 10 0 FOUND) DETA TYPICAL SECTION Al TYPICAL EXTERIOR FOUNDATION A2 FOUNDATION SECTION @ NEW A SECTION THRU SLAB AT A4 S — THICKENED EDGE _n*9 EXT. GARAGE FOOTING 3 INTERIOR BEARING WALL: DEPRESSION SHEET SCALE.- 1 19"=1 '-0" SCALE: 1 /9' SCALE: 1 SCALE: 1 /911=i 1—n" 5 C RATED SHEATHING MAX. 3X6 0 16" O.C. SCREWED TRUSS (REFER TO GENERAL NOTES SEE PLAN. W/ 1/2"0 X 8' LAG SCREW 0 ON SHEET S-1) W/ 1"0 WASHER THRU STUDS OR 2X6 BLOCKING BETWEEN DBL.STUD 0 END OF SHEARWALL 12 STUDS NOTES ; 0 0 SEE UPLIFT SCHEDULE OR GIRDER TRUSS. SEE DETAIL FASTEN CORNIER _10 W/ 6 FOR TRUSS CONNECTION BELOW FOR NAILING PATTERN. POST TOGETH W/ __�`IX T&G WOOD DECK TYP. 12d NAILS 0 6" OC. NUT AND WASHER SEE 83/S-5 (STAGGERED) 1.11j"Ox8" LAG SCREW w/ CI-4 CORNER POST 1"0 WASHER 0 EA.RAFTER 00 (2) 2x PLATE TRUSS 0 0 I I C14 SEE PLAN L4"L 8" L EDAR 4X6 BEAM TRUSS 2x- OVERFRAMING 11 Of 01 SEE ARCH. 1 -- SEE PLAN. MAX. < z SEE PLAN. 0 0 1/2 - GYP. CEIL BOARD OR 5/8 GYP. WALLBOARD RATED SHEATHING DOUBLE ROD INSTALLATION 1/2-0 X 8" LAG SCREW W/ ch: -G 1"0 WASHER THRU STUDS OR z 0 VAPOR BARRIER OVER-------------,, GYP. WALLBOARD (REFER TO GENERAL 2X6 BLOCKING BETWEEN _j NOTES ON SHEET S-1 LLJ RATED SHEATHING STUDS > 0 �(REFER TO GENERAL z NOTES ON SHEET S-1 ) DRILL AND COUNTERSINK NEW 2x STUDS 0 16" O.C. SEE UPLIFT SCHEDULE 11" 0 2x6 11 0/2" 0 X 6" LAGSCREW LLj ::D FOR TRUSS 1 LLj C-4 < —THREADED ROD 0 2x8 1" 0 WASHER Z LLJ M 00 CONNECTIONS TYP. 2) ?x PLATE "C-4 CD F- I LL_ LIT AND WASHER (2)PCS J"O LAGSCREWS z < < 0 0 SEE B3/S-5 LLJ 3. X 00 BEAM w/1"0 WASHERS. U AN �Ac T B S SEE 3 5 SEE PLAN W 1 00 T SS TRUSS NAIL FIR ADD 3rd 7- o LLJ S PL OTHER SID-_"', (2)2x--.,, 2x 0) C4 SEE PLAN. OME NEW TONGUE & GROOVE STURDI-FLOOR 7/16 OSB OR 3/8 CDX OF 2nd PLY. to z SUB FLOOR PLYWOOD SHEATHING PLYWOOD FASTEN TO TRUSS OR L 1/2 GYP. CEILING BD. DRILL & COUNTERSINK 1/2"0 0 0 _75 W 0 GLUED & FASTEN TO WOOD TRUSSES OR ISgE ARCH�, CEILING JOIST w/ 8d NAILS OR 5/8 - GYP. WALLBOARD ..Nr X 8" LAG SCREW W1 1"0 0 to 0- 0 z JOISTS w/10d COMMONWISE NAILS 0 6"O.C. 0 12" O.C. 4(2)2x WASHER THRU 2X6 BLOCKING BETWEEN STUDS. PLUG 2x PLATE 0 EDGES & 12"O.C. INTERMEDIATE (2) SIMPSON MSTA24- SEE PLAN 1/2 - GYP. WALLBOARD NAILING P NAILING PATTERN HOLE AFTER INSTALLATION FIN.FLR. ELEV. STRAPS 0 BEAM/HEADER SHEATHING OVER SEE ARCH. TO POST TYP.U.O.N. VAPOR BARRIERp7ER NEW FLR. TRUSS SEE PLAN ON PLANS OR 2x STUDS 0 16 O.c\ BUILT UP MEMBER SUPPORT B R A C K E T GARAGE n RIMBOARD 77 GENERAL NOTES. ,-1/2"0 THREADED ROD DBL. ROD IN TALLATION DETAILS C3 @ LOW ROOF C4 Jr— SCALE: 1 /2"= -0 SCALE: 1 /2"=V-01' dATC j :D (2) 2x PLATE -THREADED ROD Q) �7 POST BEYOND ASSEMBLY CONT. V) L 1/2 " GYP. CEIL BOARD OR 5/8 GYP. WALLBOARD (SEE PLAN) SIMPSON SSP 0 32" O.C. TO FOUNDATION. LLJ 3 x 3 xl REQ'D AT OPENINGS OVER 6'-0" z > VAPOR BARRIER OVER NEW TONGUE & GROOVE WASHER (TYP.) 0 4'*��YP. WALLBOARD NUT AND RATED SHEATHING J"STURDI-FLOOR U U 0 < LL_ (REFER TO GENERAL P.T. 2x- SILL PLATE SUB FLOOR PLYWOOD SHEATHING H NOTES ON SHEET S-1 GLUED & FASTEN TO WOOD U U 0 4-1 NEW 2x STUDS 0 16" O.C. P.T. 2x- LEDGER TRUSSES OR JOISTS w/10d 0 (j) SEE PLAN COMMONWISE NAILS 0 6"O.C. 0 HEADER SEE-/ _j SCHEDULE. < Q) U —THREADED ROD EDGES & 12"O.C. INTERMEDIATE. HEADER :2 :3 < 0 NEW FLR.TRUSS z SEE PLAN. \-2x JACK STUD (TYP.) V 1/2" THREADED (2) REQ'D FOR OPENINGS M BEAM S EE PLAN OVER 6'-0" t� WALL Q) FOR SIZE & CONNECTION 04 (2) 2x- TOP PLATE OPENING J TO POST. BEAM BEYOND—/ (2) 2x FULL LENGTH (KING) Q0 (SEE PLAN) 2x STUDS COUPLER STUDS (TYP.) PERMITTED POST BEYOND SEE PLAN FOR JOIST 0 16" O.C. (TYP.) IF REQ'D. (SEE PLAN) SIZE & CONNECTION. SEE PLAN. P.T. 2x SILL PLATE ROD EMBED SEE W/ SEAL FOUNDATION DETAIL SHEET. 77 4" CONCRETE SLAB (2) 240P PLATE SEE PLAN FOR FTG. SLIDE ROD THRU SIZE AND REINF. HEADER USE NUT HEADER SEE & PLATE WASHER WALL (C'SINK AS REQ'D.) OPENING SCHEDULE. NEW 2 — STORY FRAMED Bi PORCH SECTION B2 PARTIAL 2 STORY B3 TYPICAL OFFSET WINDOW B4 WALL SECTION (STEMWALL) SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" WALL ELEVATION SCALE: 1 /2"=l '-O" ( TWO STORY) SCALE: 1 /2"=l '-O" NM NOTE:FLR.ABOVE OPENINGS LESS THAN OR EQUAL TO 44" SHALL USE ALL CONECTIONS BY NOT SHOWN (1)CRIPPLE & (1)KING STUDS EA. SIDE OF HEADER. MANUFACTURER. FOR CLARITY OPENINGS LESS THAN OR EQUAL TO 76" AND GREATER (2) 2x6 TOP PLATE____� SIMPSON MSTA24 FIELD-FORMED THAN 44" SHALL USE (1)CRIPPLE AND (2) KING STUDS 2x_ STUD 0 16"OC. AS A STUD-TO-PLATE ANCHOR EA. SIDE OF HEADER. SDS SCREWS—,, w/ (12) 10dxl.5" NAILS OPENINGS LESS THAN OR EQUAL TO 100" AND GREATER SEE PLAN. (YOP & SOT.) THAN 76" SHALL USE (2)CRIPPLES &(3)KING STUDS EA. SIDE OF HEADER. EXAMPLE OF UNSUPPORTED (UNBLOCKED) OPENINGS LESS THAN OR EQUAL TO 124" AND GREATER USE SIMPSON SPH4/6 OR LSTA18 0 32" O.C. PANEL EDGE. UNSUPPORTED PANEL EDGE IS REQ'D AT OPENINGS OVER 4'-0" TYPICAL CONDITION UNLESS BLOCKING IS REQD 06-16-09 P-1. HEADER THAN 77" SHALL USE (2)CRIPPLES & (3)KING STUDS. (2) 2x TOP PLATE BOUNDARY OF SHEARWALL BY SCHEDULE OR NOTES. 2x_EA.END OF--,, SEE PLANS FOR SIZE FOR SIZES NOT INDICATED SEE PLAN. DATE ISSUE/REVISION q FTG. & STRONG WALL. (2) 2x_ TOP PLATE a/CR N We her n I CONC.WALL 1111111 reserve the property - SIMPSON STEEL rights to this drawing STRONG WALL and it is not to be reproduced, copied in 2x-EA.END OF SIMPSON STEEL STRONG WALL SEE PLAN FOR SIZE. SIMPSON MSTAM24 w (1) SIMPSON MSTA24 L ITING FLR.DECK GYPSUM BOARD W $ STRONG WALL. \g4 0' x 2 1�4 " TITEN ? HEADER SEE PLAN-/ OR PLYWOOD any format or manner SEE PLAN FOR SIZE AND �e'RE TO FTG". AND STRAP EA. END OF or NEW J" T&G . .. . . . . . .. . . . whatsoever without first BASE It & MANUF. INSTALLATION (9) 10d x 1 1/2 NAILS TO STUD HEADER FOR OPENINGS FLOORING. obtaining our express NAIL SPACING AT written permission and consent. SIMPSON PROVIDE 8" WIDE x16" DEEP (2) SIMPSON MSTA24 SUPPORTED EDGES, \—EXAMPLE OF PANEL EDGE w/ INSTRUCTIONS. '\\- (#) JACK STUD SEE SCHEDULE BLOCKING WHERE REQUIRED BY A.BOLTS BY LESS THAN 5'-0". '_�CONC. BEAM W/2-#5 TOP STRAP EA. END OF U.O.N. PLANS. SEE NOTES OR SCHEDULE DRAWN BY- CHECKED BY: & BOT. & #3 HEADER FOR OPENINGS 1/2" THREADED SCHEDULE OR NOTES RAW GMH TIES 0 12"OC. TYP. AT STEEL GREATER THAN 5'-0" AND ROD (TYP.) STRONG WALL LESS THAN OR EQUAL TO AE JOB NUMBER 9'-0" U.O.N. ON PLANS. ---(#) 2x FULL LENGTH (KING) 4" CONC. TYP.ONLY 0 CONV'L SEE SCHEDULE U.O.N. ON PLANS. STUDS, ROOF TRUSSES, SEE PLAN FOR SIZE SLAB. FRAMED AREAS. OR FLOOR JOISTS & REINF. 10- 1013-09Rl NUT AND 3 x 3 x 1/4" NAILING TO INTERMEDIATE WASHER (TYP.) COUPLER SUPPORT IS 6" OC MAX, LION TOP OF FTG;.,i6 PERMITTED SEE PLPI SILL PLATE (TYP.) IF REQ'D. 2x SILL WALL DETAILS STEMWALL OR FTG. NAILING PATTERN FOR SHEATHIN SEE PLAN FOR SIZE .I_ 1 1/11 PLATE & REINF. 4 CENTER ENLARGED FTG. UNDER lQ" THREADED ROD STRONG WALL TYP. S E C3/S-4 FOR EMBEDMENT Id 'Is' SEE C3/S-4 FOR EMBEDMENT SECTION THRU FOOTING Al THRU — BOLT ALTERNATE A2 WALL ELEVATION A3 NAIL PATTERN DETAIL A4 S - 5 STEEL STRONG WALL SCALE: 1 /2"=1 '-O" SCALE: 1 /2"=l '-O" @ OPENING SCALE: 1 /2"=l '-O" SCALE: 1 /2"-l '-O" SHEET NUMBER