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Ocean Boulevard 640 oz Q) ------ LL LLI u z LU < cl n tb Lia VA% kj :t� ca 1�7- ci 4�7-i < lc�l < c, 3: LU LU z -T� LIJ z Z c) U- Q Lo < < (S) r r) Q w < LU 06 ZL. LOT 3 MOCK 17 O�2 7--1, 51TE PLAN 5CALE: I/W 1.'-'0' APPROVED TLWM BEACH 11 77 CITY OF ATLANTIC BiACH PLANNING& ZoIqIN(;OFFiCe AY 1 L'J I 4o (D GHO 2"x4" SPF #2 STUDS @ 16" O.C. 2"x4" P.T. SYP #2 SILL PLATE W/ '/2 "Ox6" ANCHOR BOLT @ 24" O.C. < W/ 2x2x'/a " PLATE WASHER i2 2-#4 CONTINUOUS u- 4" SLAB ON GRADE, 1 -#4x8'-O:: TOP LU SEE PLAN 0 1 -#4 2%4�" SPF #2 STUDS 0 16" D.C. @ 8 C. F CON T. 'A z X-X-X-X-x--------- -X- 2"x4" P.T. SYP #2 SILL PLATE W/ < ANCHOR BOLT 0 24" D.C. < W/ 2x2x/a" PLATE WASHER BEND #5 DOWEL OVER INTO BOTTOM OF 2—#4 CONTINUOUS CANTILEVERED SLAB 8" CMU STEMWALL W/ 1 -#5 VERTI 1—#4x8'—O" TOP:� 1—#4 < @ 24" O.C. (CENTER IN CELL), GROUT 0 8" O,C- CONT� tn CELL SOLID W/ 3000 psi CONCRETE X—XI, x (24" O.C. AT CANTILEVERED SLAB < SECTION ONLY) I—BEND #5 DOWEL OVER INTO BOTTOM OF i TIC ANTILE RED SLAB ER 8)11 ry GROUt IL ONCRETE LLJ ED SLAB �N ONLr) CONTINUOUS CONCRETE FOOTING 3" CL AR TYP W/ 3-#5 CONT 2'-0 9 zo 2ZK:z4! r--04. le.;>Il 3* CL�AR TYP or 2'—0" > 4- L SECTION CANTILEVERED S �%Qv CANTILIEVERED SLAB SCALE: 3/4" DRAWN BY: PRB DATE: 04/10/01 GARCIA RESIDENCE JOB #: E01 -053 ATLANTIC BEACH, FLORIDA 'rb cy I I I CHRISTOPHER C. KATHE, INC. SK - 1 IT SHEET 1 OF 1 r 111 0 < T u 44 wa < 12V 4all ZZZZ�'1�1 �171 Z 77Z < Lu 'Z� 0 f 9e;u fi % < ci -T Aa z < Lu CK� 15Av\Ic-LJ-r JaA 0-r A % L L F L L L 7==4 r t v \4Y �o -2 FOUNDATION 12LAN SCALE: 14'= 1'-0" IT- 44— KEY MAKK 0 FOUNDATION zo 1: EMDEP 1 PC 5EMCO FTP425TXAP EACH 51DE OF OPENING 8"d AG"w THICKEN SLAO AT 4-5TEP W/2 #5 CONT. 2: 3:� 12"x2Cr MONOLITHIC COMCIZETE FOOTING W/2#5 CONT. 4- 8"d X16"w THICKENED 5LAD W/2#5 CONTINUOU5 6: 4"CONCRETE 6LAD ON GRADE W/OX6 W1.4/W1.4 WWF OVER 6 MIL VAPOR DARKIEK OVER TERMITE TREATED COMPACTED FILL 3"-0'x3'-O"Xl'-O"d MONOLITHIC THICKENED SLAD W/4#5 EACH WAY 7: 2'-O"x3'-O*xl'-O*d CONCRETE FOOTING AT 13EAM LOCATION 8: 12'd X24"w CONCRETE FOOTINO w/3-#5 CONTINUOUS (TYP.) 8"CMU 5TEMWALL W/I #5 VERTICAL DOWEL W/5TP 90*13END INTO FOOTING,0 4&'O,C.. FILL ALL CELLS SOLID W/CONCRETE FBEND I N T C 0 T AN =::�I ==� r L -j -nAl Typ 2'- LS a! O'F 1 j C(Peox-'� KEY MARK 0 1" FLOOR 4 1: REFRIGERATOR 2. STOVE TOP 3: WALL OVENO 4- DOUBLE SINK w/015P05AL 5: DISHWASHER < 0: PONY WALL 0 45" A.F.F. z C, 7: PE5K op & DRYER U- 9: WASHER L) 10: REFRIGERATOR BY OWNER 11 j 11: WOOD BEAM (SEE DETAIL) ,III �ql 4211 .4!::; 36"FIREPLACE w/FLU5H HEARTH e— Ll �o 13: H-V-A-C z 14- WATER HEATER Lu :s A.- 2 15: OPEN UNVER 5TAIR5 IZ 10: 2xro WOOD PORCH Lu c IV. 17- 8mx8'COLUMN(SEE DETAIL) v I - 31'. > c — i2 4- Ck DO Qa Fy__ "s, mul) P,m 7. a % < HARDWOOD _RY PANTRY AREA TA13ULATION ALL SQUARE FOOTAGES QUOTED y . _T 'HARDWOOD (DN AKE APPROXIMATE AND OVERALL DIMENSION ARE TAKEN FROM KITCHEN OUTSIDE OF WALL5 HARDWOOD DINING j -UTILIlYl FLOOR 10573 -7 'HAKOW HARDWOOD Lo 00 2"" FLOOR 1426 7 ATTIC 32& V, GARAGE 440 dig 0 TOTAL ENCL05E1) 3869 I (B . I I i-<1 13ACK PORCH 83 f; ENTRY PORCH 192 TOTAL COVERED 41-44 4:-n1l .0 11 ' A 4 , IRV I TP), I I ie. 10 4 2 4'1' 4 7 WINDOW 5CHEPULE MARK I"FLOOR DREAKFA5T N HARDWOOD 1: 30505H HARDWOOD , 1. 1 - — ENT %Z 2., 3014 FIXED 9- HARDWOOD 3: 304065H Zip ZZZ_ 41 30305H 10, < 5-. 30405H J-4- en /P. L 1- 0. 30365H -T <1 Ll 7- 1616 FIXED < > 6; 1360 FIXED < CARPET 2020FIXEC) L L: 00OR6CHEPULE M' AKKo FAMIL CARPET ui A: 3068 LU 13: 2868 4 ,4 Lu D: 2060, �,q N la I E: 2668 1800 HINGED % MECHANICAL TE5: ___6HEET VIN'& z GENERAL NO 5TRUCTURAL R. 06 Q r 00 5HEAKWALL AS PER INDICATES �VCPX FLYWO Z STRUCTURAL SHEET 5-2 INDICATES NO OF FULL HT. 2'x4'5PF #29TUD9 < 4-1,06 , c EACH 510 e2 E OF POORJWINPOW OPENINGC oe_ .01 INPICATE5 2 PC5 5EMCO K5150 5TRAP5 xx INPICATE5 STRUCTURAL CALL OUT NOTES KEY MARK 0- PLAN FIR5 T FLOOK PLAN SCALE! 14- 1'-0' INTERIOR 5HEARWALL 4 -E 2: -x4 7PF #2STUD5 AT 15EAM BEARING PC5 2 GENERAL NOTE 3: 2 PC5 2"x4"5PF #2 5TUP9 AT PORCH 13EAM 13EAKING 3 PC5 Z"x4!'SPF #2 5TUP5 AT 13EAM 13EARING 15: NOTEV DIMENOION TAKE FRECIDENCE OVER SCALED PIMEWION5. 6. 3 PCE,2x4m 5PF #25TUDS AT PORCH 13EAM 15EAKING 3EAM DEAKINO W/1 PC 7 O"xO*P.T.5YP NO-2 P05T AT t 5EMCO ABPOO ANP 1 PC 5EMCO 9OP3 3: 6*xr POO w1l12" t P.T. 5YP NO. 2 P05T W/I PC 5EMCO AD 0 ANCHOR BOLT 9: 4 PC5 2"x4"9PF #2 511.105 AT 13EAM 15EAKING 'DM-1- 13EAKING 10: 3 PC5 2x4"5PF #2 STU 05 AT 13EAM #2 5TUPS AT BEAM"DIvIl"BEARING 11: 4 FC67 2wx4"67PF ib LOAD DEARING WALL _175L.10-ewrov oy, 4 -6N t-I Ii rXW -j r 10111 KIP DETAIL %yj t�ap v 01,v&AV j'z 1V E! _T 0111 U�T 7A L INTERIOR ELEYATION5 5GALE: 31W V-O" eA\A 640 A v, j < u- 4 Z , 3� < Lo, ol A -10 Lu C�l !Z 36 < ED < AM, Zo'J,)� C) 04,- KEY MARK 0 2nd FLOOR of 13E[)KM. #2 1-. PONY WALL 0 42"A.F.F. CARPET 2; SOFFIT OYER TUD 0 a'-O"A.F.F. 3: PONY WALL 0 W A.F.F. wIGLA55 ENCL05UIZE ADY. le Q.-P, r 4- ATTIC ACCESS(DROP DOWN STAIRS) 5: H.V.A.C. STORAGE VIN6 (SEE INTERIOR VE516NER VWGS-) 7- NICHE 8: AREA OPEN Af5V. CLOC2 r CAkPET WINDOW SCHEDULE MARK 2'd FLOOR 4218 600 5ERIE5 (8-f5LOCK) HY-LITE FIXED 2: 30505H v uj 3: 30305H 4: 20605H 5: 20305H CL05ET ro: 20405H —k HALL CARPET r 'A 14L�O PIXEL) CARPET 4 N %I - < /r DOOK 5CHEPULE MAKK A; 20613 < a ero u 15: (2) 2005 < g �-z C: 2 0 ro 13 3LA955HOWER DOOR P: 2006 C Uj 3� MA9TEP, 13PbPM. 13EPKM. #1 CARPET CARPET I %j z J < LL -3 �D fm,to <1 (s) 4 ZD Q) z < 06 Lu u Iz 4,41 -04 .0 5ECON-1) FLOOR PLM SCALE: 'A' = f-Cr GENEKAL NOTE5: 5TRUCTUKAL GENERAL NOTE: INDICATES �fi"CDX PLYWOOD 5HEARWALL A5 PEP, STRUCTURAL SHEET 5-2 NOTED DIMENSION TAKE PREGIPENCE OVER SCALED DIMEN51ON e4� INDICATES NO OF FULL HT.2"x4*5PF # 2 5TU05 EACH 51DE OF DOORMINDOW OPENINGS xx INDICATES 2 PCS 5EMCO K5150 5TRAP5 �3. INDICATES STRUCTURAL CALL OUT NOTES co V&VsvLt.. -pr f&A-01. 4 N + kl,&LL r 254 I I I J I . ..- - I �f, PONY W6LL DETAIL 13ATHROOM'& SCALE- 1�-O* INTERIM ELEVATION5 r2CALE.- 3/&4= 1-- r 040 '44 k it 1'2 < 14 z 7 LL < fz Lu In z 1? < < 79 —r7f— ':�('y? < lie Lit ? < r d rR� iiE M, FT, 111 Lill 000 r-A . ..... --- ---- f7 Fitt 77- 4 4 4' T V < NOKTH ELEVATION OCALE: A -,1!-0: c� WEf3T ELEVATION SCALE: 'A KEY MARK 0 16: 2 PC5 5EMCO RPTGA824 6TRAP5 FROM EACH uj PORCH 13EAM To ro-xro- P05T (TYPICAL) LIJ 17: 1 PC 5EMCO ADP66 FROM &0 P05T TO < Lu 1: CEDAR 5HAKE 51DING (16- 13LUE LA13LE FOUNDATION (TYPICAL) ca N) 301b FELT, OVER �V COX 18: IN5TALL 2"x4" 5YP NO. 2 GA15LE END X- DKACE5 0 PERFECTIO TF Lu z PLYWOOD WALL 5HEARHING A5 PEP, s zucTURAL 5HEET u- < 2: FRIEZE (5EE DETAIL, ARCHITECTURAL 19: 2 PC5 5EMCO PTPGA&24 5TRAP5 FROM PORCH 5HEET A-6) 13EAM TO 5UPPORT 5TUP5 (S� 3: TRIM (5EE DETAIL) 20: EXTEND V COX PLYWOOD W& 5HEATHING FULL M PLATE 4: 2x4 P.T. #1 5UKROUNP HT. FROM D13L. TOP PLATE TO 130TTO Q) 21. 2 PC5 6EMCO R5150 EACH END OF DOKMEK z f5: ro: CMU FAINT 5HEAKWALL 5EGMENT 016 ui . .....- e. 7: lxl2 DAND 22: 1 PC 5EMCO R5150 5TKAP FROM 5ECOND FLOOR 4 5TUD5 TO FIR5T FLOOR 5TUD5 0 52' O.C. (TYP.) 5: 2x8 DRACKET(SEE DETAIL) 9: lx5 APRON I lz 10- Zxb P.T. TRIM @ Il- 50 YEAK5HINGLE ROOF &.6 ACRYLIC f3LOCK WINDOW 12: 7' 13: 13KACKET(5EE DETAIL ARCHITECTURAL 5HEEf A-8)'. 14: 1 PC 5EMCO RTPGA&24 5TRAP EACH 51PE 4� 15: 7TKAP FROM REAR 1 PC 51�MCO RTPGAa30 E OF OPENING(TYPICAL) , (A., WALL FRAMING TO 135 AM DELOW 0 320 O.C. 11J, il JL t LL==i 7 Ilz -T40�1 I'z Ak TI OL #V�T 7 L + �HH W -� ]L' 1 -11 1 1E=l IN— <2- L4 �4- 1-0, Oh jil 4 cz 4- - EA5T ELEV ION 5CALE: Y&"= 1'-0' &A L Et I,-;,cr V,"A T UTI H, 0 GLfo e4v 41' < z LLI (s) z < C�l c� 77-11Z V Ilz 1 ,2 < KEY MARK 0 TYP. WALL SECTIONS FASTENING AS PER STRUCTURAL CONNECTIOK SCHEDULE O.C. :k =r. COMMON WIRE NAILS 0 4 EPGE5, O'O.C. FIELD 3: 30 YEAR SHINGLES ON 30# ROOFING 913 5HEATHINO ON FELT OVER %"CPX OR OC 097 L PKE-ENGINEEKEV ROOF TKU55E5 0 24'O.C. - CLIP (AS PEK 5TRUCTURAI-5) 4. METAL HURRICANE L 5: K-30 INSULATION W/2 P051TIVE AIR SPACE UNDER 6HEATING �fi' SHEATING Ak Al VINYL SOFFIT FRIEZE (BEE PETAIL) 50.UTH ,ELEVATION 9: (2) 2x4 5VP No. 2 TOP PLATE KORTH ELEVATION SCALE: %* = I'- WE5T ELEVATION 10- 15EMCO TPP4 0 115" O.C. 11: W GYPSUM BOARD 12: 1A*T&G DECK.GLUE AND NAIL wIlOd O.C. FIELD COMMON NAILB W O.C. EDGES 6 13: PKE-ENGINEEKED FLOOCTKU55EE) 14: 4w METAL DRIP OVER Zx4 OVER 2x6 5U5-FA5CIA < 15: 2x4 6PF 92 STUPS 0 16�0-C- 16; (1) 2x4 5YP NO. 2 DOTTOM PLATE < 17: FLOOR TO FLOOR eTRAP6 A5 PER 5TRUCTUKAL UPLIFT < CONNECTION SCHEDULE oz KEY MAKK 0 GARAGE 16; 3OL13. FELT AND TYVEC WRAP UNDER CEVAK SHAKE a SHINGLE SIDING ON LOWER AND UPPEK FLOOK5-- U- LU 19: 701 WINDOW TAPE ALL SIDES LU :e u < 3" O.C. CEVAR SHAKE 51PING 20: 2x4 5PF #2 5TUPCP 0 It (3 0 Lu 21: Zx4 P.T. 5YP No. 2 SILL PLATE w/l/2"00" ANCH R -IEZE 2: 2xG FR 4- 0 24"O.C. w/2"x2%1/6' PLATE WA5HER OIL u 22: Lu z 4-. 2x4 WOOD SURROUND 23: 5EMCO TPP4 0 16"O.C. < L -- 0 LL ZETE 5LA13 ON GRADE w/WWF OxO-WL.4xW1.4 24: 4"CONGP 5: 30 YEAR 5HINGLE ROOF OVER 6 MIL VAPOR DARKIEK ON COMPACTED FILL < 6: POG POOR (SELECTED 15Y FIVO) TY 25: 5" C.M.U. STEM WALL (D - CONCRETE FOOTING AS PER ARCHITECTURAL SHEET*A-2" 1. 2x P.T. TRIM PAINT 26: A Am 8: 1 PC 2�W 5YP.NO. 2 GADLE END X-13RACE A5 I U-LX Q) TION 13ETWEEN FLOORS 27: PER OTRUCTURAL DETAIL 2/5-1 z < 5 PC5 5EMC0 RTPGA&24 5TRAP6 EACH 51DE uj 06 0', OF OVERHEAD POOP, OPENING 10: 1 PC E7EMCO FTP42 EMDEPPED 5TRAP EACH 5IPE I fl: I PC 5EMCO RTPGA824 STRAP EACH91VE 'OF OPENING EW LATII @ EA5T,J 0 N SCALE: V-0"- 12: 1 PC 5EMCO 5GP2 5 PC5 2*x4" !5PF#2 5TOP9 AT GINPER TRU55 -A2- c:2 MING 1 EMDEP I PC 59MCO FTP42 6TRAP EACH 5IP9 OF OPENING 0q - 15: IN5TALL 3 PC5 2*x4m 5PF#2 FULL HEIGHT 5TUP5 '4, AND 2 PC5 2"X4" 6PF#2 JACK STUPS EACH51VE OF OVERHEAD POOP,OPEN1140 '2 7, 4 4 M �71-rm;1 . It A", -A'12 Jill H 4e4 t" ?. e-- r IL --LL171- 00 P\-:r, L A N SCALE: WAL - ION Q GARAQE SCALLi t- I'-Q" TYPICAL WALL 5ECTION SCALE: 4" l'-O* 5ECT C)CI aa�') 010 16 how f1k < z < lob Z + LU -5 J7 4 . LU =�x x < r I z f It* < 10 V JON 4Z�P� T- Id 4- 1q. —T— T- < C3 ROOF FLANOCALE: V V-0* < 900F f2LAN,,a, GARAGE SCALE: YV V-0- LO o C) LL < oz 06 ij WINDOW 5CHEPULE MARK 1: 1&30 FIXED 2: 20405H 3: 181& FIXED .............. -V + KEY MAKK 1: ro'-Cr KNEE WALL 2: ATTIC ACCE55 5: PERIMETER 00 2" FLOOR 13ELOW :f 0,x XX 4: OPEN 156LOW(LIGHT 6HAFT) 5: 1 PC 3.5:0,213�,.OE PARALLAM FSL HEAPEK'15EAM AT OVERHEAD 0009 OPENINO ro: I PC 3.157X9,25`2 -OE PARALLAM P5LIVADYK PEAM 7: P13L 26xiO"SYP NO. 2 RIDGE 13EAM =F 556MENt ronx6o P.T. 5YP NO,2 POST 13ELOW(TYPICAL) Z-o 9: 3 PCO 2"XlO*5YP NO.2 HEADER DEAM. OPLICE TOOETHER W14 ROWS 12d COMMON WIRE NAILS oe 4)16� 0 12"O.C. EACH SIDE 10: 2*x8" 5YF NO. 2 RAFTrER5 0 16"O.C. 11: INSTALL -%"5TURDI-FLOOR.151,113FLOOK BHEATHING. !j GLUE AND FASTEN w/lOd COMMON WIRE NAIL$ 0 4,) 6'� O.C. FIELD. ATTIC/5TORAGE FLAN - SCALE., Aw V-0* lull A 7 6-40 4 1 Y1.11 42 k�640-Vau-r \\J/ w4xAw 3� Ile I C-1�tll < > W--, cs 04111, AQ v 4�otj 0-NIAIC71 f!;Pe.?L-r \V1 I'lep < Iz K(j 4 (r F05T PETAIL 5CALE: 1'=I'-O" 13RACKET PETAIL .'f KEY MAKK 0 < 1: 31&m PLYWOOP 15EA013OAKE) Q) ............. 2: COVE TRIM < 3. HARDII30AKP PAINT + 2"x2"TRI M 5: .3.5mx9.25 2.OE PAKALLAM POKCH HEADER DEAM 6: 2XO LIPPER HORIZONTAL DLOCKING < 0 7. 2X6 LOWER HORIZONTAL 15LOCKING a: lxb HORIZONTAL TRIM 9: OxO P.T. 5YP NO. 2 POST tj 7—* U- < 10: lx5 TRIM WR-ArED Q) ll: 2X6 P.T. 5YP FA5TEN W/2 PC5 cl NAII-5 ON PECK < 5CREW5 AT EACH INTERSECTION (s) (s) 12: METAL FLASHING 13: 1 PC 5EMCO UHPGA 28 METAL HANGER (TF-fICAL) 14: 2x5 P.T. 5YP NO.2 w/l/2* 0 x1O" ANCHOR 13OLT w/2"x2"xl/&" < LU PLATE WASHER 0 24" O.C. C46 u 2p c 15: ?.x& P.T. 5YP NO.2 15AND 13OARO W/4PC512d COMMON WIRE NAILS INTO EACH J015T. 1 ro: lxl2 TRIM 17. W TRIM I& 2x6 HANDRAIL 19: 2x& It 16 20: lx6 TRIM r 8�' 21: 2x4 22: 2x45TUP 23: h" COX 24: CEDAR SHAKE EACH SIDE SECTION A 25: 2x4 P.T. 5YP NO. 2 26. ?-x6 P.T. 5YP NO. 2 27: lxO 13A5E 28: 2xb P.T. 5YP NO. 2 016"O.C. 29: 2NI3" P.T. 5YP NO. 2 LEDGER w/l/2"0x&" ANCHOR DOLTS 0 24" O.C. 30: 1 PC 5EMCO HCPLR AT EACH J015T A = V-0" ENTRY PORCH5ECTION & DETAIL OCALE: 3 cz gh. Ab A, .......... < U 0 ]z < Lu EN lc;,;4L LEG < < C�, -TOR ui WOKE OSTEC iwVr.)uPax Rcl*T- > m" jzurroH 9 APP. < occo CHM6 Spa 6UTCHED �EATH91R,PROOF ouTw JHTERi:�� 6TATION _110 mOqR OUTLAT INTF.WXM PA4EL Top VOL" r-Ajo cow-urt 7W WAY-Wr.+4 A 22OV, OUTLOT J T4100 7HWIS WAY SWITC44 POWWAY wrrc" jk;q(;Tl,0 w 0ox 6UWH W/ DIMMER F_XHAUST PAN a"-rC44 H DOOR.JAM HLIG"T EXH#AOT FA Or csIlIw3 PAN FIRE-WIft ogli.Na MT,p LW144T FLOOD LIG14 WALL.1-ITIP,Lk-aW I . 11 -ExT FIXTURO, PLUOfteK, 5F P, IY�L rAJ49L RscEeoso mols'TURE CalLNG PA4 TF-LEPHa'e MODEM LNE Te� pHoNjs PlooR OUTLET TRACK OC*ff < CABLi TV OJTLW 0 F= 04— KEYPAD (D THEAMOOTAT OOK !:�FWND FL < U cu) ill <Z �D 6c�ln 44 < qp 7, A" lG_'/�T0.KAGE_ -I L w Ir __T 7 _j L w,t 4L ELECTRII .Al PI -A 5CALE: NOTE: IR!5T FLOOR F OUTLET5 ARE LOCATION OF F A KEPKE5ENTATION ONLY. OUTLET5 WILL 13E LOCATED PER LOCAL CODE. m6awww" rqc=) Cl IV eREVISIONS BY CDX PLYWOOD OR 7/16 OSB ROOF 2 CDX PLYWOOD ROOF FIRST SHEARWALL STUD 2 SHEATHING. FASTEN w/ 8d COMMON WIRE SHEATHING. FASTEN w/ 8d COMMON WIRE NAILED TO EXTERIOR NAILS 0 4" O.C.EDGE AND 6" O.C. NAILS @ 4" O.C.EDGE AND 6" O.C. WALL FRAMING wl 16d 12 FIELD. DECREASE SPACING TO 4" O.C. 12 FIELD. DECREASE SPACING TO 4" O.C. NAILS 0 8" OC EACH SIDE WITHIN 4'-0" OF GABLE ENDS. WITHIN 4'-0" OF GABLE ENDS. 7 7 EXTERIOR WALL FRAMING PRE–ENGINEERED WOOD ROOF PRE ENGINEERED WOOD ROOF AND SHEATHING TRUSSES 0 24" O.C., TRUSSES 0 24" O.C., UPLIFT CONNECTOR AT SEMCO TPP4 AT 2x4 BLOCKING AT ALL SECTION A— A SEE ROOF FRAMING PLAN SEE ROOF FRAMING PLAN TOP AND BOTTOM OF EACH STUD TO HORIZONTAL JOINTS IN HURRICANE CLIPS PER UPLIFT EACH STUD, SEE SCHEDU I LE TOP PLATE WALL SHEATHING HURRICANE CLIPS PER UPLIFT L 2 P CONNECTOR SCHEDULE. CONNECTOR SCHEDULE. OR DECKING CS RS150, 40" LONG NlJMBER OF FULL EXTERIOR WALL FRAMING HI' GHT STUDS EA H EIDE OF '/2" CDX PLYWOOD SHEARWALL 0 --_NIN�1 3, SEE SHEATHING NAILED TO STUDS TOP PLATE EL Pl. %N CR SCHEDULE 'HOR A— w/ 8d COMMON WIRE 0 3" OC 1V SEE ARCH PLANS HEADER, SEE REAC10ON AN. , IALL A EDGE AND 6" OC FIELD EACH END OF SHEAF % A/ (2)2x4 SYP #2 (2)2x4 SYP #2 PLANS SEGM: NT AS nER SC EDULE V_ '/2" CDX PLYWOOD EXTERIOR TOP PLATE TOP PLATE A SHEATHING NAILED TO STUDS CDX PLYWOOD SHEATHING HEADER STRAPS, w/ 8d COMMON WIRE 0 3" OC CLIP FROM DOUBLE TOP NAILED wl 8d COMMON AT SEE UPLIFT SCHEDULE EDGE AND 6" OC FIELD CLIP FROM DOUBLE TOP PLATE TO STUD, SEE 3" OC EDGE AND 6" OC FIELD PLATE TO STUD, SEE U) (FOR NAILING AT SHEARWALLS, ROUGH OPENING 2x4 SPF#2 STUDS 0 16" OC V) 0 UPLIFT CONNECTOR x UPLIFT CONNECTOR z SCHEDULE SEE SCHEDULE. FOR LOCATION SEE ARCH DOUBLE STUD EACH END Lli SCHEDULE § bi < < 2x4 SPF #2 STUDS @ 16" OC OF SHEARWALL LLJ o SEN "0 TPF4 AT of '/2" CDX PLYWOOD SHEATHING CLIPS OR CRIPPLE EXTERIOR WALL w/ V2"0 zujo 2x4 SPF #2 STUDS @ 16" OC NAILED w/ 8d COMMON AT 2x4 P.T. SYP #2 SILL PLATE HOLDDOWN AT STUDS EA( STUC TO bi =) _j ;ot ANCHOR BOLTS @ 24" OC <c Z U- 0 w/ 1/2"0 x 10" ANCHOR BO" Om P TE _j uj w 3" OC EDGE AND 6" OC FIELD JOUNDATION, W/ 2x2x /,," WASHER < > < 11A A P_ (FOR NAILING AT SHEARWALLS, BOLT @ 24" OC w/ C/) SEE SCHEDULE J 2x4 SYP #2 SILL PLATE w 2"x2"xV PLATE WASHER 0 F < < SEE SCHEDULE. FOR LOCATION 8 3: LATERAL SHEAR AHCHORS: DRILL bi bi T U) OF SHEARWALLS, SEE FLOOR PLANS), 0 ––––––––––––––––––––––--- - AND INSTALL 1/2"OX8" WEDGE D 0 0 []:� w bj EXPANSION ANCHORS w/2"O 0 _j 0 Ld U) _j 3/4" T&G PLYWOOD, GLUE < WASHERS @ 32" OC 0 5; z AND NAIL w/ 10d COMMON cl- o --, 0 co 0 4" OC EDGE AND J� INTERIOR SHEARWALL ING 6" OC FIELD ERAMING AND $TRAPP OVER CONCRETE SLAB (n < AT TYPIQAL WALL OPENING z PRE–ENGINEERED FLOOR TRUSS o BY OTHERS, SEE DESIGNED DETAIL FLOOR FRAMING PLAN FLOOR TO FLOOR r3 DETAIL I STRAPS PER UPLIFT 4" CONCIRETE SLAS ON GRADE w/ CD I CONNECTOR WWF ffix6 Wl.4xWl.4 OVER 6 MIL I SCALE: NTS SCALE: 'A " FIN FLOOR EL I SCHEDULE VAPOR BAR?RIER ON COMPACTED FILL _00 '-ARCH . . . . . .. . . . . . . . . . . . . . . . . . EXAMPLE OF UNSUPPORTED (UNBLOCKED) I X--X—X—X—X—XA HEADER SPAN TABLE AND STUDS BOUNDARY OF SflEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS 00 BY SCHEDULE OR NOTES. HEADER WINDOW/DOOR 2x4 JACK 2x4 FULL SYP #2 MAX OPENING STUDS HT STUDS (2)2x8 3'–0" 1 2 (2)2x4 SYP #2 TOP PLATE 'A " CDX PLYWOOD SHEATHING (2)2x8 4)_0" 3 NAILED w/ 8d COMMON AT xl�� 3" OC EDGE AND 6" OC FIELD 1'_O" 12" x 20" MONOLITHIC CLIP FROM DOUBLE TOP (FDR NAILING AT SHEARWALLS, FOOTING W/ 2–#5 CONT. 1) TYPICAL HEADER SYP No.2 UNLESS NOTED GYPSUM BOARD PLATE TO STUD, SEE SEE SCHEDULE. FOR LOCATION OR PLYWOOD UPLIFT CONNECTOR OF SHEARWALLS, SEE FLOOR PLANS) OTHERWISE ON PLAN . . . . .. . . . . . . . . . . . . . . . . Lij SCHEDULE 2) NUMBER OR JACK STUDS AND FULL HT SUDS EACH SIDE OF WALL OPENING, 2x4 SPF No.2, NAIL SPACING AT 2x4 SPF #2 STUDS @ 16" OC UNLESS NOTED OTHERWISE ON PLAN. EXAMPLE OF 3) GARAGEDOOR HEADER SHALL BE 3.5"xll.25" SUPPORTED EDGE 2.OE PARALLAM PSL BEAM wl 3pcs 2x4 SPF SEE NOTES OR SCHEDULE PANEL EDGE w/ TYPICAL WALL SECTION AT No.2 FULL HEIGHT STUDS AND 2pcs 2x4 SPF BLOCKING WHERE _j 0 REQUIRED BY ONE STORY FRAMING AT GARAGE No.2 JACK STUDS EACH SIDE. U) SCHEDULE OR (n w NOTES WALL SECTION , TYPICAL 3 SCALE: /4 1'-0" STUDS, ROOF TRUSSES, ui 0 2x4 OUTLOOKER @ 24" O.C. ALIGN OR FLOOR JOISTS < Of < ONE OUTLOOKER w/EACH X–BRACE 3/," DEEP SAWCUT w/ SLAB ON GRADE, U bi OR 2x4 BLOCK 0 48" O.C. ELASTOMERIC SEALANT SEE PLAN P: w 2x4 BLOCKING @ 0 z (n < SHEATHING JOINT 4-12d TOE NAILS NAILING TO INTERMEDIATE _j _j 2x4 BLOCK @ X–BRACE BLOCKING < (2 EA SIDE) NAILING PATTERN FOR SHEATHIN SUPPORT IS 6" OC MAX, UON < < ROOF SHEATHING HURRICANE CLIP ON ROOF, FLOOR AND SHEARWALLS 0 NAILS PER PLAN HCPLR @ EACH :2 4-16d 0 uo a of OUTLOOKER Li f n* 9 DETAIL 2x4 X–BRACE SCALE: NTS 2"x4" P.T. SYP #2 SILL PLATE @ 48 it 0.C_ –16d TOP CHORD OF NOTE: SAWCUT CONCRETE SLAB WITHIN W/ '/2"0 x 10" ANCOR GABLE END TRUSS 4 TO 12 HOURS OF CONCRETE PLACEMENT BOLT @ 24" O.C. W/ 4-12d (2 ES) TOE NAILS-- DROP 3 1/2" '/2" CDX PLYWOOD SHEATHING NAILED 2"x2"xl/8" PLATE WASHER EA. END, FROM BLOCK W/ 8d COMMON AT 3" O.C. EDGE 2"x4" SPF #2 STUDS @ 16" O.C. TO TRUSS TOP CHORD BRACE VERTICAL MEMBERS SAWCUT SLAB , TYPICAL AIND 6" O.C. FIELD 4" CONCRETE SLAB ON GRADE w/ OF GABLE END TRUSS PER WWF 6x6 Wl.4xWl.4 OVER 6 MIL 3-12d NAILS-- 12d Cc) 4" O.C. FROM TRUSS MFR DETAILS 2"x4" P.T. SYP #2 SILL PLATE VAPOR BARRIER ON COMPACTED FILL TYPICAL AT LATEF / L BRACE TO W/ '/2"OxlO" ANCHOR BOLT @ 24" VERTICALS BLOCK BELOW RTPGA824 0 48" OC SECTION O.C. W/ 2"x2%1/8" PLATE WASHER I w/14-10d r5 �-2x S 48" O.C. SCALE: 3/4" l'–O" 1pc SEMCO UHPGA28 JOIST HANGER a_ 4" CONCRETE SLAB ON GRADE W/ LLI IF ERT. 3 NOT WWF 6x6 Wl.4xWl.4 OVER 6 MIL x PRESENT 2"x8" P.T. SYP No.2 JOIST 0 16" 0. IEl I F4 I lEl I I < 4-16d NAILS BOTTOM CHORD OF VAPOR BARIER ON COMPACTED FILL GABLE END TRUSS I 2"x6" P.T. SYP No.2 DECKING _x_x_x 00 T El I I TOE NAILS 0 8" O.C. 8" CMU STEMWALL W/ 12d 1–#5 VERTICAL @ 48" O.C. FROM TRUSS BOTTOM CHORD –_7 TO DOUBLE TOP PLATE UPLIFT CONN. 2 x4" SPF #2 STUDS @ (CENTER IN CELL). GROUT AT TOP & BOTTOM 16" OC, SEE PLAN 8" CMU STEMWALL W/ CELL SOLID W/ 3000 psi OF STUDS, SEE SCHED. 1–#5 VERTICAL @ 48" O.C. D PRE) (2) 2x4 TOP PLATE R W/ RAWN CONCRETE CONT 2x4x8' #2 SYP: I 2"x8" P.T. SY'P No.2 LEDGE (CENTER IN CELL). GROUT LATERAL BRACE @ 48" O.C. 2x4 SYP No.2 1/2 Ox8 ANCHO)R BOLT @ 24" O.C. 2x4 STUDS PER PLAN PT PLATE '/2"x8" ANCHOR BOLT CELL SOLID W/ 3000 psi CHECKED w/3-16d INTO EACH TRUSS A CONCRETE 0 of SLAB ON GRADE, @ 32" OC w/ CCK I -, SOIL COVERAGE ABOVE BOTTOM CHORD CONTINUOUS _0 0 FOOTING 12" MIN. PROVIDE SEE PLAN 2x2x /,," WASHER CONCRETE FOOTING I DATE Lj 18" MIN. FOR WALLS 6'-0" 2x4 BLOCKING 0 48" O.C. (EXP. BOLT MAY W1 3–#5 CONT 04/03/01 :_4 OF USED SCALE CONTINUOUS BETWEEN GABLE AND FIRST �\T111 11 j–.1 6d L W L O�C. 4 V --Z""'z TO 7'-3" HIGH L__4 X AS NOTED X —x 4X A CONCRETE FOOTING TRUSS 3" CLEAR TYP 4 A _O" JOB NO. W/ 3–#5 CONT 2'-0" HCPLR CLIP @ 48" O.C. FROM EOO-139 I .......... BLOCK TO DBL TOP PLATE SHEET TYPICAL WALL SECTION AT co A, PLATFORM FRAMING CABLE END 8"dxl6"w THICKENED TWO STORY FRAMING SLAB w/ 2–#5 CONT 0 SECTION 0 rT� WALL SECTION., TYPICAL DETAIL SECTION r8 SCALE: 3/, 1 0 SCALE: NTS SCALE: 3/4" l'–O" SCALE: 3/4" l'–O" ol-t1o'* SHEET 1 OF 2 �T) 041D CO-eai-'� rREVISIONS 8 Y) GIRDER TRUSS, SPECIFICATIONS UPLIFT CONNECTOR SCHEDULE !STRUCTURAL NOTES: SEE ROOF FRAMING SHEARWALL PLAN DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD SW_1 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2" X 4" MEMBER SUPPORT SEMCO CONNECTOR BUILDING CODE. WIND LAOD DESIGN PER SECTION 1606.2. HEAVY DUTY STRAP SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" ANCHOR, SEE UPLIFT o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL 1. LIVE LOADS BEND STRAP CONNECTOR SCHEDULE HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT EACH COMMON TRUSS: DBL TOP PLATE (1)HDP2X OR 1)RTPGA824T UNIFORM LIVE LOADS OVER TRUSS END OF SHEARWALL SEGMENT. FASTEN THE SGP3 NTH 5/8"0 x HEADER BEAM (1)HDP2X OR MRTPGA824T FLOOR 40 PSF AS NEEDED 12" ANCHOR BOLT AND 24-16d COMMON WIRE NAILS. GIRDER TRUSS SPECIFIED HANGER AND (1)FAP18 ROOF 20 PSF PORCH/BALCONY 40 PSF ALLTHREAD CONNECTOR SW-2 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2" X 4" JACK TRUSS: ALL DBLTOP PLATE (i HDP2X IF REQUIRED. HEADER BEAM 1HDP2X :2. WIND LOAD BASIC 110 MPH SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" GIRDER TRUSS �l FAP1 8 IMPORTANCE FACTOR 1.0 o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL MEAN ROOF HEIGHT 30.0 FT HORIZONTAL JOINTS. INSTALL TWO PIECES SEMCO RS150 AT EACH CORNER JACK: ALL DBL TOP PLATE (i RTPGA824T ROOF PITCH 7/12 (30.3 DEGREES) END OF SHEARWALL SEGMENT. FASTEN THE RS150 WITH 11-10d HEADER BEAM (1�RTPGA824T VELOCITY PRESSURE 30.1 PSF MATCHING STRAP BELOW COMMON WIRE NAILS EACH END. GIRDER TRUSS (1)FAP18 WINDOW/DOOR DESIGN PRESSURE 45.0 PSF TO CREATE CONTINUOUS SW-3 INSTALL '/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 3. ALLOWABLE UNIT STRESSES: ANCHOR STRAP AT LOAD PATH TO FOUNDATION 2"X4" SPF #2 STUDS . FASTEN NTH 8d COMMON WIRE NAILS @ GIRDER TRUSS 'D-l' DBL TOP PLATE (2)RTPGA824T A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION REATE DOUBLE OR TRIPLE POST 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT SEE SECTION 1/S-2 SLAB ON GRADE Vc = 3000 PSI CONTINUOUS LOAD ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT SILL TO C PATH FROM GIRDER EACH END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB. GIRDER TRUSS 'E-l' SPECIFIED HANGER AND (4)FAP18 SHALLOW FOUNDATIONS f'c = 3000 PSI TRUSS TO MONOLITHIC SILL PLATE AT FOUNDATION FASTEN THE SGP-3 TO THE INTERIOR CONCRETE SLAB WITH 5/a"O GIRDER TRUSS 'E-l' DBL TOP PLATE (4)RTPGA824T MONOLITHIC FOUNDATIONS Vc 3000 PSI d FOUNDATION ALL OTHER CONCRETE (U.N.O.) f'c 3000 PSI U-) SLAB x 8" WEDGE ANCHOR. FASTEN THE SGP3 TO THE DOUBLE STUDS SEE SECTION 1/S-2 ly w WITH 24-16d COMMON WIRE NAILS. GIRDER TRUSS 'E-4' DBL TOP PLATE (2)RTPGA824T B) REINFORCING STEEL - ASTM A615 GRADE 60 Li _w < _j SEE SECTION 1/S-2 SW-4 INSTALL '/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER C) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION ui -i GIRDER TRUSS 'E-6' GIRDER TRUSS 'E-4' SPECIFIED HANGER AND (2)FAP18 <C Z LL_ ANCHOR BOLT, EXPANSION 2" X 4" SPF#2 STUDS AND FASTEN NTH 8d COMMON WIRE NAILS COMPRESSIVE STRENGTH fm = 1500 PSI _j W BOLT OR ALLTHREAD CONNECTOR @ 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING y < > y O� < 0 TO MONOLITHIC FOUNDATION AT ALL HORIZONTAL JOINTS. INSTALL TWO PIECES SEMCO RS150 D) WELDED WIRE FABRIC - ASTM A185 :D < GABLE END TRUSS DBL TOP PLATE (1)RTPGA824 0 48" O.C. �- < w AT EACH END OF SHEARWALL SEGMENT. FASTEN THE RS150 WITH 0 -1 m STRAP ANCHOR FRQM ANDEACH END =) 0 TRUSS TQ FOUNDATION 11-10d COMMON WIRE NAILS EACH END. E) SOIL BEARING (DESIGN MAX.) 2500 PSF j]:f cr Lij uj 2x4 OUTLOOKER GABLE END TRUSS (1)FAP1 8 �- 0 _j L-i CO U) -i F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 0 5; z OR BETTER, NTH AN ALLOWABLE BENDING STRESS IN ACCORDANCE cl- z 0 0 INDICATES ONE PIECE SEMCO SGP3 CONVENTIONAL ROOF FRAMING 0 CO DETAIL WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION rl,_� COMMON RAFTER DBL TOP PLATE (i HDP2X OR (2)HCPLR BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL XX INDICATES TWO PIECES SEMCO RS150 1\�2 SCALE: NTS RIDGE BEAM (1 OP2X BE SPF NO. 2 (UNLESS NOTED OTHERWISE). z INDICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE 0 WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH RIDGE BEAM GIRDER TRUSS 'E-4' (1)UHPGA210D 0 SIDE MINIMUM. EACH END 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER REAR DOOR RAFTER TIMBER BRACKET (1)HCPLR FOR REINFORCING SHALL BE AS FOLLOWS: N�OTES: FOOTINGS 3" 11) SEE DETAIL 6/S-I FOR TYPICAL SHEATHING NAILING PATTERNS. SLAB ON GRADE CENTERED 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. ROOF BEAM 'BM-l' SUPPORT STUDS (2)RTPGA824 EACH END 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE '/2 " CDX PLYWOOD SHEATHING 3) AT SHEARWALLS WITH END REACTIONS OVER WOOD BEARING WALLS, PROVIDE NAILED w/ 8d COMMON AT (2)2x4 SPF#2 POST IN WALL AND FASTEN w/ 2pcs SEMCO RS150 CONTINUOUSLY PORCH HEADER BEAMS SUPPORT STUDS/POSTS (2)RTPGA824 EACH END TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS 3" OC EDGE AND 6" OC FIELD DOWN TO FOUNDATION. PORCH SUPPORT POSTS FOUNDATION (1)ABP66 AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD (FOR NAILING AT SHEARWALLS, 4) AT SHEARWALLS NTH END REACTION OVER WOOD BEAM, STRAP END STUDS PORCH SUPPORT STUDS FOUNDATION (1)SGP3 SECURELY IN POSITION NTH STANDARD ACCESSORIES DURING PLACING SEE SCHEDULE. FOR LOCATION TO BEAM NTH 2 PCS SEMCO RS150 CONTINUOUSLY TO SUPPORT POSTS AND OF CONCRETE. OF SHEARWALLS, SEE FLOOR PLANS) FINALLY TO FOUNDATION WITH SGP-3. FRONT PORCH JOIST SILL PLATE (1)HCPLR 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS 1 ROW 8d NAILS @ 3" O.C. WALL LEDGER (1)UHPGA28 FOLLOWS: 2x4 SPF #2 STUDS 0 16" OC MASONRY 48 BAR DIAMETERS FASTEN GIRDER TRUSS "B-1" ALL FLOOR BEAMS: POST/STUDS (3)RTPGA824 CONCRETE 40 BAR DIAMETERS TO WALL FRAMING w/ 3pcs 12d BEAM SUPPORT POST: FOUNDATION (1)SGP3 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR COMMON WIRE NAILS @ 16" O.C. UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. INTO EACH STUD. GARAGE HEADER SUPPORT STUDS (3)RTPGA824 '/2" CDX PLYWOOD OR 7/,,," OSB ROOF 2x4 SYP #2 SIILL PLATE GARAGEHEADER FOUNDATION (1)FTP42 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER U) 12 SUPPORT STUDS MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING SHEATHING. FASTEN wl 8d COMMON WIRE 3/4" T&G PLYWOOD, GLUE 0- It CONSTRUCTION. NAILS @ 4" O.C.EDGE AND 6" O.C. 4.5 AND NAIL w/ 10d COMMON HEADER TO 3 0 JACK STUDS (1)RTPGA824 EACH SIDE 0 FIELD. DECREASE SPACING TO 4" O.C. HEADER S-O" TO 4'-0 JACK STUDS (2)RTPGA824 EACH SIDE 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. WITHIN 4'-0" OF CABLE ENDS. @ 4" OC EDGE AND SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING Fy 6" OC FIELD Lli 0 INTERIOR BEARING WALLS DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT _j < LL_ END JACK 'VES 1pc SEMCO FAP18 >< DBL TOP PLATE 1ST LEVEL STUDS (1)TPP4 0 16" oc SHOWN ON STRUCTURAL DRAWINGS. 2E x 1ST LEVEL STUDS BOTTOM SILL PLATE (1)TPP4 @ 16" oc 0 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE < BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY 0 < uj '/2"Ox8" THREADED STUD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, m or 1/ "Ox8" WEDGE PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE < C) ) 2 CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR o FZ EXPANSION ANCHOR z THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN PRE-ENGIINEERED FLOOR TRUSS w/ 2x2x /8" WASHER ACCORDANCE WITH THE CONTRACT DOCUMENTS. < 2-12d TOE NAILS 0 32" OC EACH SIDE 5 PLY FLOOR GIRDER EXTERIOR LOAD BEARING NALLS 11. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR 0 CD HURRICANE CLIPS PER UPLIFT TRUSS "F-6" DBL TOP PLATE 2ND LEVEL STUDS (1)TPP4 @ 16" oc THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES CONNECTOR SCHEDULE FLOOR TO FLOOR 2ND LEVEL STUDS 1ST LEVEL STUDS (1)RS1 50 0 32" OC SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND 1ST LEVEL STUDS BOTTOM SILL PLATE �1)TPP4 @ 16" RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL 3.5"x9.25" 2.OE PARALLAM STRAPS PER UPLIIFT BOTTOM SILL PLATE FOUNDATION /2"0 x 10" ANCHOR BOLT w/ PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING PSL PORCH HEADER BEAM CONNECTOR 2%2'Y/8" PLATE WASHER REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING SCHEDULE 0 24" OC PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. FASTEN PLYWOOD W/ -3/, T&G PLYWOOD, NOTES, 4 10d COMMON WIRE CLUE AND FASTEN 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. SECTION AT SECOND LEVEL 1 ROW 10d NAILS 0 3" O.C. NAILS 0 4" O.C. W/ 10d COMMON 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. TOP AND BOTTOM, WIJRE NAILS 0 4"O.C. 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: REAR WALL FRAMING 2...x4" SYP No.2 FRAME W/ AND 6 O.C. FIELD EDGES AND 6" O.C. HDP2X 10-10d SGP-3 5/8"012" ANCHOR BOLT AND 24-16d -3/,�" PLYWOOD BLOCKING IN FIELD RTPGA824T 20-10d ABP66 1/2"012" ANCHOR BOLT AND 16-16d BETWEEN EACH ROOF TRUSS FAP18 10-10d xl FTP42 22-10d r--� SECTION 'X2�$#OR 8-8 - 2 x ��2 SCALE: 3/4" V-0" TPP4 8-8d UHPGA210D 20-1 OdXl '/, RS150 22-10d I R 12d NAILS 0 O.C. O.C. PRE- DRAWN SEMCO TPP4 AT EACH --"""" PRE-ENGINEERED SYSTEM 42 FLOOR TRUSS (__��PRB @ 24" O.C., DESIGNED BY OTHERS STUD TO TOP PLATE CHECKED CCK (2)2%4" SYP No.2 TOP PLATE '/2" CDX PLYWOOD INTERIOR DATE SHEARWALL SHEATHING NAILED 04/03/01 2%4" SPF #2 STUDS TO STUDS W/ 8d COMMON WIRE SCALE a 16" O.C. NAILS 0 3" O.C. EDGE AND AS NOTED JOB NO. 6" O.C. FIELD. EOO-139 SOLID BLOCKING SHEET AT INTERIOR SHEARWALL S C-) r3 EC 1, 2`� 1� TION S 2 TE 'N ��2 SCALE: 3/4" V-0" 0q. k,�) SHEET 2 OF 2 �Alff C)Q af-N