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CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS, 2' X 4' * 16' O.G. 1'-5' (2) Ibd TOENAILS 2' X 6' * 16' O.G. 10'-8' (2)16d TOENAILS 2' X 8' * 16' O.G. 13'-9' (3) Wool TOENAILS 2' X 10, * 16, O.G. 16'-5' (1) USP WOO OR (3) ibd TOENAILS 2' X 12, * 16, O.G. 19'-3' (1) USP NTW20 OR (4) Ibd TOENAILS 2' X 4' * 24' O.C. 6'-1' (2) l6d TOENAILS 2' X 6' * 24' O.G. 8'-6' (2) lbd TOENAILS 2' X 8' * 24' O.G. 111-0' (2)16d TOENAILS 2' X 10' * 24' O.C. 13'-0' (3) Ibd TOENAILS 2' X 12' * 24' O.G. 15'-4' (1) USP WTW20 OR (3) Ibd TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY Oz. RAFTER TO RICGEBEAM). •SOUTIERN YELLOW PINE, 55 PSF LOADINCs COMPONENT & CLADDING DESIGN PRESSURE (119.9mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 `eet, Importance Factor = 1.0) TRBUTARY AREA (ft') ROOF WALL ZONE ZONE 2&3 ZONE4 ZONE 10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37.7 34.6 -45.4 50 16.7 -31.1 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 Notes: 1 For effective areas or w ind speeds betw een those given above the load may be interpolated, otherw ise use the bad associated w ith the low er effective area. 2 Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2004 3 Plus and minus signs signffy pressures acting toward and away fromthe building surfaces ROOF DIAPHRAGM NA I L I NCB 5GHEOULE RE-FAB CHIMNEY CAP R106E LINE ILLJ 10 LD + + + + + + + + + + t�N + + + + + t + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + t + + + + +10 + + + + + + + + + + + + + + + + t + t + + + + + .r + t t t t t + t + t + + t + + t 6I-ON6'-0 01 + + + ' + + + + + + + F+++ + + + + + + + + + F ++ + + + + +++ +++ + + + + t t t t t t + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + SHING 2'x4' BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. XTERIOR FINISH 00, a ¢ RE-FAB CHIMNEY 15/320 �p z z = o LOCKING 0 MID POINT a OR ~ WHEN CHIMNEY EXCEEDS 6'-0" /I6" 05B IN HEIGHT - - _ - w z= � o GALV. METAL - - - 1/2' SHEATHING OR O.S.B. FLASHIN ID6E LINE I�i o 2'x4" STUDS 0 16" O.C. MAX. IIa.Q MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE: IIG.9 MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE of O -cc &d RING 5HANK NAIL5 ® 6" O.G. I Sd RING SHANK NAIL5 ® b' O.G. ED6E5 4 N = + + + + 4" O.G. 0 6ABLE END WALL OR GABLE TRU55 8d RING 5HANK NAIL5 0 6' O.G. INTERMEDIATE a �3 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INGH NOMINAL SHANK DIAMETER ALV. MTL, FLASHING RING DIAMETER OF 0.012 OVER 5HANK DIAMETER RING DIAMETER OF 0.012 OVER 5HANK DIAMETER CRICKET 16 TO 20 RIW% PER INCH I6 TO 20 RIN65 PER INGH 0.280 INGH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER TRUSS TOP CHORD 2 INCH NAIL LEN6TH 2 INCH NAIL LENGTH NOTE: 1) SEE: 5TRUGTURAL NOTES FOR 5HEATHIN6 5PEGIFIGATION5 AND WIND SPEED. P HTW20 0 EA. CORNER 2) END JOINTS OF THE ROOF 5HEATHIN6 SHALL BE 5TA66ERED AND OGGUR OVER FRAMING MEMBER. 3) 5GHEDULE A550ME5 5HEATHIN6 15 FASTENED DIRECTLY TO 5OUTHERN YELLOW PINE OR DOUOLA5 FIR OR OUBLE 2"4" BLOCKING BETTER. IF ROOF FRAMING GON515T5 OF A LE55ER ORADE OF LUMBER, GONTRAGTOR MUST GONTAGT DAN5GO SECTION IA -A' w/ 1/2' PLYWOOD FLITCH ENOINEERIN6, LLC FOR ALTERNATE FOR NAILING PATTERN. SCALE: 3/4"=1'-0' USP �OIRDER V CEMENT M.A5TER MULTI✓ TYP. TRUSS IN ACCORDANCE WITH 'a' ASTMc SN1 ATTACH BLOCKING 2X TOP PLATE TO TRUSSES w/ LISP SP HTW20 ®EA. CORNER MT BACKM METAL MP-34 ANGLE TYPICAL SLOPE 5/8"m ... °o° WITH ASTMGIm63 THRU RE -ENGINEERED WOOD TRUSSES ° °° c BOLT UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY I LATERAL I CAPAC[TY FASTENERS I CONNECTOR LPUFTCAPACfIY LATERAL I CAPACffY FASTENERS (S.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-10d x 1 1/2" M ETA 16 1450 1247 335 7-1 Od x 1 112" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* - 18-16d & (1) 5/8" A HT1722 5370* 4618* - 2-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 - 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 -- 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* - 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* - 8-16d Sinkers & (1) 3/4" ATR LTT131 2825* 2429* - 18-10d x 1 1/2" & (1) 5/8" A.B. LTT131 2310* 2310* _ 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H 10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d SPT22 725 623 260 8-1 Old SP1 585 535 -- 10-10d SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-10d SPT4 1075 924 - 6-1 Old x 1 1/2" SP4 885 760 -- 6-1 Old x 1 1/2" S PTH4 2150 1849 - 12-1 Old x 1 1/2" S P H4 1360 1170 - 12-10d x 1 1/2" MUGT15 4265 3335 - 2-10d & (1) 5/8" ATR MGT 3965 3330 -- 2-1Od & (1) 5/8" ATR LUGT2 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d LSTA18 1235 1110 - 14-10d LSTA18 1235 1165 - 14-10d LSTA24 1235 1235 - 16-10d LSTA24 1235 1235 - 18-10d LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1 1640 - 22-10d LSTA36 1640 11640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 - 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 - 30-16d HUS28 2000 2000 - 30-16d THDH210-2 3490 3020 - 58-16d HGUS28-2 3220 2705 - 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. "J" BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACED WIT14 THE CORRESPONDING BOLTS, THE REVERSE IS NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED * CONC. STEP 'J' BOLTS EXPANSION BOLTS x 6' %141 x 6' MIN. x10' %'Ox10'MIK __PRE-FAB CHIMNEY ASSEMBLY BFEO.4TWENMCs CRICKET �� \\ 2 X B.U.G \ USP RW�E36' WEEP MUGTIS TYP. \ MAMTAM sionam of k ca'ENT TOP EDGE WEEP SCREED CEMENT PLASTER PLASTER MNISN OF WEEP SCREED 1 10' TO 2' ABOVE N ANCE T' ABOVE TOP OF ROOF SNEATNMG W17W ASTMG9N18 BLOCK C.y OVER W= M JOW ONLY 2'X4' 16' O.C. MAX. FLOORTYPICAL U5P MUGTI� TO 2 2'x4" BLOCKING w/ BUILT-UP COLUMN DETAIL >2" PLYWOOD FLITCH TYP. R. TYPICAL CHIMNEY INEY PLAN SCALE 3 4 =1 -0 ALL NNE MD oirm Comm ®ILL ►® TO BE MI CIR ALL G.NIM 0" vuancAux FILL CELL 5TD. G100 BOND BEAM HOOK X ' cEMETNT PLASTER FHW CEMENT PLASTER NOTE OVER BLOCK Ibt FLOOR 4N TWAT THE TYVEK HTA 20-I8 / HTA 20 > STD. CIO* BAR #5 AND BLOCJC INSTALLATION MID SPGONT. AN GOO HOOK METAL ............ ........1. ............ .. LATH #5 GONT. NOTE MUST CEO LOCATION OF UPLII=T VALUE ........... ............ ....... .... ..• FROM OVER THE5EGOND RTI6 15 BASED ON TO HIGHEST TOP OF SCREW WEEPSLAB 5.P.F. BOND BEAM THE WEEP INSTALL BOTTOM B SCREED � � 50ND 5E>4M 5TEF fM04 FLOOR (OFT) � USP RTI6 U51NG 16-8d xl I/2" NAILS SGALE: N.T.5. SCREED [DETAIL UPLIFT= 1030# WEEF . 2X} STICK LUMBER 24 O.0 MAX IN LINE WITH JACKS (2) 16d GUN NAILS TYPICAL RTI(o IN5TALLATION 4" MIN. EMBEDMENT F o SEE SCHEDULE FOR •• SIZE AND QUANTITY ••••••• I ° OF FA5TENER5 NIL♦ o ' _ s i i �' • 1s.4000 DROPPED FLAT TOPS ° OF HIPS FOR FRAMING ° (GIRDER NOT DROPPED) ' �: TRUSSES AFTER DROP ® 1 1/2" INSTALLATION L20-18 /HTA 20 TYPICAL MTW INSTALLATION TYPICAL HUS IN5TALLATION T�'PIC,4L HIP FRAMING DET,41L SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 � o o :n W 0 �J� z2 M Go aoLJL.00 z in w � � w W3~ W z o 0 UJ aj = w o W 0 Q Ili = Z Z Z Q 0 Z 12 Q � TO THE BEST OF THE ENGI EER•S 04OWLEDGE AND BELIEr, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 AWN, 3 SEC. GUST, EXPOSURE -C- ENCLOSE° (INTERNAL PRESSURE COEFFICIENT - i0.181 WIND ZONE rZIN EDITION, INCLUDING 2MS & 2006 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION Of THIS DRAWING ONLY. 0=7-THESE DRAWINGS AND DESrN S ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI R SEAL: DEC 15 2008 SHEET TITLE: STRUCTURAL NOTES & DETAILS SHEET INFORMATION JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ SN I 00 V Z m 00 N 1 LO I M r LO r rs o,�