Loading...
104 Willowbay Ridge St - BR04-001027 (PRESERVE AT LK MONROE) (SFR) (A)PERMIT ADDRESS 04 \0 CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS Ilk PHONE NUMBER Centex Homes 385 Douglas Ave.,. -Ste -2000 Altamonte Springs, FL 32714 407-661-2176.. _... _ CGC 049689 FEE FEE SUBDIVISION'r 'Q PERNUT #CA- ao) DATE 9~,O �)(4 PERMIT DESCRIPTION �L PERNET VALUATION �+� SQUARE FOOTAGE ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION'r 'Q PERNUT #CA- ao) DATE 9~,O �)(4 PERMIT DESCRIPTION �L PERNET VALUATION �+� SQUARE FOOTAGE INSTALL 1/2" PLYWOOD GUSSET EACH SIDE OF TRU55 TO FIRST VERTICAL WEB W/Sd NAILS 4" O.C.E.W. 6" MINIMUM EMBEDMENT MGT W/ 5/5" DIA THREADED ROD TO MTT28B BELOW 2-2X4 TOP PLATE TYP 4-2X4 5YP P05T 51MP50N MTT200 NAILED TO 4-2X4 P05T AND THREADED ROD TO BOND, BEAM 2X4 BOTTOM PLATE TYP 4-2X4 SOLID BLOCKING I6" DEEP FLOG \5/6' DIA THREADED ROD EPDXIED TO BOND BEAM W/6" MIN EMBEDMENT S" BLOCK WALL SEE FOUNDATION PLAN FOR FOOTER 51ZES rAIL -50R, TRUSS 0 2-2x4 POST LU/2 (C) A TOP AND (1) MTT285,0 BOTTOM EPDXIED TO BOND BEAM U)/ 5/8" DIA THREADED ROD U)/ 6" MINIMUM EMBEDMENT 4-2x4 P05T W/3 (GG) e TOP POST AND (1) MTT20B 9 BOTTOM (C) Q TOP EPO>KIED TO BOND BEAM W/ (I) MTT28B 5/8" 'DIA THREADED ROD U)/ C� 6" MINIMUM EMBEDMENT TO l^J 5/8" DIA THREADED ROD W/ 6" MINIMUM EMBEDMENT (407) 774-9003 FAX: (407) 774-8477 I ©© 2-2x4 POST UJ/2 (C) Q TOP AND (I) MTT28B FOR HAND NAIL DESIGNATIONS" le BOTTOM EPDXIED TO BOND BEAM LU/ 5/8" DIA THREADED ROD W/ 6" MINIMUM EMBEDMENT (407) 774-9003 FAX: (407) 774-8477 I ©© I(od 14'J* ® © t a�E `mi=9 v ; x C m m L m c U m v vJ) ` E 0 e CJ3 � � O B mt3S£ F CJ5 E- a pEm 'o .o ,o 0 - J `' L jISEE DETAIL BGR ROOF TRUE; LAYOUT "D' N.T.5. NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS FG)OF TRU55 ANCHORAGE- NOTE: NCHORAGE- NOTE — 1) USE (1) TYPE "C" (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) TYPEu " A (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE EHUH26-N (OR INTERCHANGEABLE TIE.FOR ALL JOIST HANGER CONNECTIONS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER. (T48) 5) GABLE TRUSSES REQUIRE (1) TYPE "A" OR (1) TYPE "C" STRAP AT 40" O/C FROM CENTER OF TRUSS. 6) ALL STUDS BELOW GIRDER TRUSSES SHALL BE EITHER CONNECTED w/ 5IMP80N SP4 15TRAP6 TOP AND BOTTOM IN ADDITION TO OTHER STRAPPING ON PLANS. SIMILARLY, 4X4 POSTS REQURE (2)-5P4'5 ON EACH END, 4X6 POSTS REQUIRE (3)-5P4's ON EACH END. 1) BOTTOM HALF OF MT5I6 TRUSS STRAPS SHALL BE EITHER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENDING ON ALIGNMENT OF GIRDER AND STUDS OR POST BELOW. :0 U 0� 2-2x10 LEDGER w/ 3 ROWS OF 10d NAILS e 16" O.C. INTO TRU55 WE155 OR BLOCKING FLOOR TRUSS LAYOUT 'U' N.T.S. U 0 N N SEE POST STRAPPING ON let AND 2nd FLR. PLANS I / • " PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATIONS" NAIL VALUES: BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM J7 t TABLE SSc - "NAILS AND SPIKES mj?R- pfc LATERAL LOAD DESIGN VALUES" 200' NAIL SHEAR VALUE (Ib5d E N G I N E E R I N G 9THOMAS ad lO3" (407) 774-9003 FAX: (407) 774-8477 loci125" P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 I(od 14'J* J. ANDERSON PE# 47819 m Ab 7 o d' 0 0 ago jN M <2 J 5 D- � to 0 D .` C] Q. 0 0 E 0 C u7 � 0 N� z0 y(Po 0 ' O V' C N (0 C O CL LL revisions: date: drawn by: 03-0164 O�r0008 designed by: E.C.L. drawn by: East Coast Lm checked by: gvI, Hurricane date: 11/15/04 sheet: Et w • m • i 3 1 a$ � a e =mom $ m ffitn� kk w w m 0 ems a�E `mi=9 v ; x C m m L m c U y revisions: date: drawn by: 03-0164 O�r0008 designed by: E.C.L. drawn by: East Coast Lm checked by: gvI, Hurricane date: 11/15/04 sheet: Et m m ° $_ 3 1 a$ � a e =mom $ m ffitn� kk w w m ems a�E `mi=9 v ; x C m m L m c U y J E 0 e LO M mt3S£ E- a pEm revisions: date: drawn by: 03-0164 O�r0008 designed by: E.C.L. drawn by: East Coast Lm checked by: gvI, Hurricane date: 11/15/04 sheet: Et