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11-560-001Wood to Concrete NVFHO L/R Connectors Gravity 1- Hppnes to Ile uedms dL wail upt:111119J. Gravity 2- Applies to Tie beams with walls bellow. s i— o 0 -� �. I }�" r» O � a. o C t _T L ------- f'LATL ,-A44C~ �.o. a re A a "., 2- -°� '� ca rg'06•.iti L4V" xW,6- ,. a„orn • i �3 ... . PLAIT - t O iS V F IL s,•,r I y , Deep Seat Truss Anchor.. They are designed to resist lateral andupliftforces. The strap is made of 14 gauge steel and the seats of 20 gauge steel !�- UPLIFT Awt to sembly Product Code Dk=asion H (ink) MI"IIHOM EDGE Allowable Loads Ibs Code Ply xX (in) U lift Gra ity 1 Gr vity 2 F1c =2000 F1c =3000 Fic =2000 F1c =3000 F1c =2000 F1c =3000 1049 1050 6 [psi] (psi] [psi] [psi] si si NVFHO1L/R 1 13/4" 1852 1852 3232 3460 3300 3720 1 -2x8 6 1331 867 1335 /12 y 6 14 NVFH02L./R 2 3 1/2" 3460 3626 3232 3460 3300 3720 2 -2x8 Notes: rituoucr aEVtstU t. Nails ore nxesssry in strops and seat to nehiexro, dosing loa `OO�r"'a "'t' • 2, Set note 6, sltexrt 1 for L•anbioed bulitt8. Aeaepu"pp � NV11TA24 24 L 13 u/4 �► 3l4r 5390��; iiGTSS'1 1/12 NVFH03L/R 3 5 1/2" 3460 3970 3232 3460 3300 3720 3 -2x8 3i,1 ( 1'2! 3r 639'0 63 90 L,:.TSSr =_i t- �112�..8: 10�+�w'i LlGTS! /121 (6i NVFH04L/R 4 7" 3460 3970 3232 3460 3300 3720 4 -2x8 61::90 1 �;vi Sv ✓�/i�L _ 16i l (2). .'STf 1,2 3. 4l ! X390 i Gravity 1- Hppnes to Ile uedms dL wail upt:111119J. Gravity 2- Applies to Tie beams with walls bellow. s i— o 0 -� �. I }�" r» O � a. o C t _T L ------- f'LATL ,-A44C~ �.o. a re A a "., 2- -°� '� ca rg'06•.iti L4V" xW,6- ,. a„orn • i �3 ... . PLAIT - t O iS V F IL s,•,r I y , Deep Seat Truss Anchor.. They are designed to resist lateral andupliftforces. The strap is made of 14 gauge steel and the seats of 20 gauge steel !�- UPLIFT Awt to sembly Product Code Dk=asion H (ink) MI"IIHOM EDGE TOW No. of Fasteners in Strap IOd z 1 '" Total No. of Fastener in 20 GA. Seat 10d z ly" Allowable Loads (Ibs) UPS LI L2 NVSTA12 12 12 5 6 1046 700 1049 1050 6 6 1141 760 1144 NVSTA16 16 1631 NIWA16 6 1236 623 1239 NVSTA20 20 1312 8 6 1331 867 1335 /12 y 6 14 450 1430 NV 22 2259 NVSTA24 24 O2 DETAIL C- DoiiNL. C T P.EZNrO7CEMV N! FEv. El• zm -c-3 f1:: 4R AI /�• t►IMG111G 5 fP 1 /8' X 3 1/2' 70XX VMD (TYP) r4 *3�w a %APIN K. 7GtAT, PE(CV -113 FC, PEE. N 12$47 15123 L,AN,VRN CREEK LANE HOUSTON. TX 77068 Structural Notes: Wood to Concrete connectors 1) All design conforms to 2006/2007 FBC and 2006 IBC and IRC and NDS 2005. 2) Structural steel shall conform to ASTM A36, yield strength 36000 psi. All bolt holes are 11/16" 1 diameter. Bolt diameter is 5/8 ". 1 3) All welding shall be minimum 3/16" with E70 electrodes and shall conform to latest AISC /AWS codes. All welds shall be fillet welds -. 4) All Power Fasteners wedge bo!: anchors F-haIJ be per manufacturer's publishd information. Minimum anchor diameter is 5/8" and anchor embeament shall be 5 ". 5) Uplift values in concrete shown are reduced for bolt spacing and edge distance. Power Fasteners are used without 3311/o increase in allowable values. 6) All bolt values in wood conform to NDS for Southern Pine, G =0.55. Values for other species shall be adjusted as per NDS. 7) Bolts thru wood shall conform to section 11.1.2 of NDS 2005 and table 11G for shear values. 8) This connector shall only be used for wood members loaded perpendicular to grain. 9) Steel stress is not Increased by 33 %. 10) Provide plywood shims to close the gap between carried members and steel connect bending of bolts. 11) All products are painted Royal Blue for easy identification. Holden Double Strap Riveted Truss Anchor.. 1`hey uedesign6dof 14 gauge steel plates to resist Iateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT Assetnbly Product Code Dimension li (inches) MI"IIHOM EDGE Total No. ofFasteaM in two Straps I0dx11" DISTAN :E `dHEN Allowabti 1•oads (ft) NO REINFORCING Upli$! PRUVIDEr. L2 e NVHTA12 12 T C/ 10 6 1506 • 1766 1050 4R AI /�• t►IMG111G 5 fP 1 /8' X 3 1/2' 70XX VMD (TYP) r4 *3�w a %APIN K. 7GtAT, PE(CV -113 FC, PEE. N 12$47 15123 L,AN,VRN CREEK LANE HOUSTON. TX 77068 Structural Notes: Wood to Concrete connectors 1) All design conforms to 2006/2007 FBC and 2006 IBC and IRC and NDS 2005. 2) Structural steel shall conform to ASTM A36, yield strength 36000 psi. All bolt holes are 11/16" 1 diameter. Bolt diameter is 5/8 ". 1 3) All welding shall be minimum 3/16" with E70 electrodes and shall conform to latest AISC /AWS codes. All welds shall be fillet welds -. 4) All Power Fasteners wedge bo!: anchors F-haIJ be per manufacturer's publishd information. Minimum anchor diameter is 5/8" and anchor embeament shall be 5 ". 5) Uplift values in concrete shown are reduced for bolt spacing and edge distance. Power Fasteners are used without 3311/o increase in allowable values. 6) All bolt values in wood conform to NDS for Southern Pine, G =0.55. Values for other species shall be adjusted as per NDS. 7) Bolts thru wood shall conform to section 11.1.2 of NDS 2005 and table 11G for shear values. 8) This connector shall only be used for wood members loaded perpendicular to grain. 9) Steel stress is not Increased by 33 %. 10) Provide plywood shims to close the gap between carried members and steel connect bending of bolts. 11) All products are painted Royal Blue for easy identification. Holden Double Strap Riveted Truss Anchor.. 1`hey uedesign6dof 14 gauge steel plates to resist Iateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT Assetnbly Product Code Dimension li (inches) TRUSS/RAFTER ROSS /RAF TER PITCH RANGE Total No. ofFasteaM in two Straps I0dx11" Total No. of Fastems in 20 GA. Scat 10dx0 " Allowabti 1•oads (ft) Uplift 6 Upli$! L1 6 L2 e NVHTA12 12 T C/ 10 6 1506 • 1766 1050 1450 IKRE:ASEO BY 4 SHORT TERM DUZATiDN FACTOR OF GGX FAR WIND LOAD CONDITION, 12 6 1695 1987' 1181 1631 NIWA16 16 lod s :�) I4 6 1883 220$ 1312 703 Rms r�pr:VE, 1jl1iTGXRY, N.N. 56C69 .PH13NE: (507) 364 -7333 NVHTA20 20 ..� -t GATE: 16 /12 2011 242 1 1994 ool I8 6 2259 2649 1575 2175 NVIiTA22 22 Notes: rituoucr aEVtstU t. Nails ore nxesssry in strops and seat to nehiexro, dosing loa `OO�r"'a "'t' • 2, Set note 6, sltexrt 1 for L•anbioed bulitt8. Aeaepu"pp � NV11TA24 24 PROVIDE 1/8" SPACING AT PANEL EDGES--\ ( PLYWOOD 4G MIN. 5B" THICK N 24" dwft"" 3. N225 throush chords Sul 64t force the miss plats; �: 4. For general now, see shut l . g S. For higher uplift loads, concrete shall be 3000 psi. ,�oa,ee4,00ad 1 DETAIL 6.13mcd en min, 2500 psi concrete, V1PIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 Nu —Vue i- lurks, tan. 15123 LANTERN CREEK LANE 1053 -IOS9 !ant 29 S,r,xt HOUSTON, TX 77068 Hialeah, Fonda 33013 (305) 694 -0397 rss:(305)694.0392 TRUSS AND TOP PLATE- ANCHORS j DWG 0: SkWd: Dam, Rovisiorm Co� Feb 18 , NLI -1 2'of4 2,008 a,ow PSI MACONRY -rl=- RE'AM ;C -9J> pit �tNG PpIg2VC'n'fcVn., V70 03/4' x 6 1/4' LG, n, •. z, 3 POWERS WEBGE -F.oLT ..�..y,•=.. tM1N1MUM Eft - 5') /+:� =a".• -''r (MANUFACTURED BY POWERS FASTENCRS, 1uC.) 0n A1_L. UGTS PRODUCTS ARE 10 GAUGE MATERIAL. TRUSS/RAFTER ROSS /RAF TER PITCH RANGE BETWEEN 4/12 & 8112 C� C�E{�ER1�_NOTES FASTE:^iEP� S+S H�r(1i-F_ !:-�I_Li: WABLE II A' I tT_1 F i i,ow -Rc. T C/ 2i FASTENERS ARE COMMG^t VJRE NAILS UNLESS Ir- 3UET :: i RAFTER /!41ASt7NRY .1 UPLIFT IKRE:ASEO BY 4 SHORT TERM DUZATiDN FACTOR OF GGX FAR WIND LOAD CONDITION, ARCHITECTURE TRUSS z �;,�Fs► ' iii o, F11 16U'f. 11;uI S ^F : G /12' C3) lod s :�) _ 3/4'4 3/4 E390 ACCORDANCE WITH A STMD16761. ZVI T ED S l EI L P(©D S/l S C OMPANY 703 Rms r�pr:VE, 1jl1iTGXRY, N.N. 56C69 .PH13NE: (507) 364 -7333 NAME= UGT S SERIES (UPLIFT GIRDER* TH-7liGWN SHQRTo - . ..� -t GATE: `. I�,TS :? /12 Ca) d C2) :•st414 314 I' rRAL1I!if, a �i:u3SION ND- ,- 4 I 'UG E 344 !/12 (8) IGO C2% 3/4 l y I12 6390��•` 1 +s T C5? SJlc (8) lvd L 13 u/4 �► 3l4r 5390��; iiGTSS'1 1/12 (8) lira (2) 3/4 5 'J2 398 ER 5/8 0 AT co ^(2) 3i,1 ( 1'2! 3r 639'0 63 90 L,:.TSSr =_i t- �112�..8: 10�+�w'i LlGTS! /121 (6i 10d 4 s/4 _ -. .._- ,-- - t ;. T::i'; _! ►_'/12 (8) i0d _ (2; i 51 •/2 61::90 1 �;vi Sv ✓�/i�L CFJ 16i l (2). .'STf 1,2 3. 4l ! X390 i UC�TS8:1 IiiJ12�C13) _ ,Jd J ` ) 3-/4 i6 _:_... QGTS3F PREFABRICATED WC 24" ON CENTER SEE A 2" x 8" WOOD FASCIA NAILED W/ 2 -16d NAILS @ EACH TRUSS 10d NAII EDGE Al 1/16" SPACE AT PANEL ENDS SUPPOF PLYWOOD NAILING DE SCALE: N.T.S. ASIDE 7.05 U3 .� • ::�:r «cxce�i►! ROOF ZONE: 1 = + 16,32 - 46,36 PSF C� C�E{�ER1�_NOTES 3 = + 20,62 - 127,93 PSF WALL ZONE: 4 = + 37,89 - 49,52 A' i) STEEL SHALL CCt F,ORN T13 ASTM A633 it STRUCTURAL GRADE 33; AND- A MINIMUM GALVINIZED COATINa Or G90 OR COUIVALENT W 2i FASTENERS ARE COMMG^t VJRE NAILS UNLESS OTWERVISE NOTED. r1 3) ALLOVABL.E LOADS HAVE BEEN ° IKRE:ASEO BY 4 SHORT TERM DUZATiDN FACTOR OF GGX FAR WIND LOAD CONDITION, ARCHITECTURE KC FURTHEO .INCREASE IS: ALLOVED 4) AL_OWABLE LOADS ARE 8ASE3 r.`I THE NAT CNAL AU,rl DESIGN SPECIFICATIMNS rCR WOOD CWSTRUCTICH [' 2001 EIItTION F0.2 SOUTHE RN YELLD.t PINE . tG= 0.55'DR BETTER AND MOISTURE CONTENT Gr S 3 ts' /.- OR BETTER). ALL TESTS PERF -O SED IN 1 #7 ACCORDANCE WITH A STMD16761. ZVI T ED S l EI L P(©D S/l S C OMPANY 703 Rms r�pr:VE, 1jl1iTGXRY, N.N. 56C69 .PH13NE: (507) 364 -7333 NAME= UGT S SERIES (UPLIFT GIRDER* TH-7liGWN SHQRTo - . ..� -t GATE: �/. 4!16/33 FOBERT Lt1TZ. PROFESSiLINAI- ENU`1Ni FR tS iRUCTL1RfV_.` O . :L[iRli)A RUG N13. 55409 SHEET: I' rRAL1I!if, a �i:u3SION ND- ,- 4 I 1 (IF 2 i 102-'2 i } MDADL PREFABRICATED WC 24" ON CENTER SEE A 2" x 8" WOOD FASCIA NAILED W/ 2 -16d NAILS @ EACH TRUSS 10d NAII EDGE Al 1/16" SPACE AT PANEL ENDS SUPPOF PLYWOOD NAILING DE SCALE: N.T.S. ASIDE 7.05 MARK ROOF ZONE: 1 = + 16,32 - 46,36 PSF 2 = + 16,32 - 54,94 PSF 3 = + 20,62 - 127,93 PSF WALL ZONE: 4 = + 37,89 - 49,52 PSF 5 = + 45,88 - 61,82 PSF V = 146 MPH EXP = C 1 =1.0 LP = 0.18 a =3' ROOF PLAN NOTES: 1) SUPER IMPOSED LOADS DL = 25 PSF LL = 30 PSF 2) 5B" CDX EXTERIOR PLYWOOD SHEATHING NAILEE WITH 1 Od X 12" NAILS SPACED 4" O.C. EDGE 6" O.0 INTERIOR TYPICAL AND W/1 Od X 1 NAILS @ 4" 3) FOR ALL EXTERIOR SOFFITS PROVIDE MINIMUM 12" PLYWOOD SHEATHING W/ 8 d NAILS @ 6" 4) FOR ALL PIGGY BACKS PROVIDE 14 GA. X 1" GALV STRAP BY USP RT16T @ EACH TRUSS W / 5 -16 d NAILS EACH MEMBER 5) PROVIDE 2 x4 PT 8r BOTT. CHORD LATERAL BRACT PANEL POINTS OR 10' -0" O.0 MA. W2 -16d @EA. ' 6) SPECIAL INSP. REQUIRED FOR TRUSSES OVER 35 LONG OR 6' -0" HIGH 7) ALL PRECAST LINTELS BY CASTCRETE 8) (1) 2 X 8 WOOD LEDGER WITH 5/4 X 6 HILTI KWIK E @ 24" C/C 9) AT ALL CORNERS PROVIDE #5 X 5' -0- CORNER BAF BENT 30" IN EACH DIRECTION FBC 2121.2.3. CONCRETE BEAM SCHEDULE MARK TOP ELEV. SIZE W X H REINFORCEMENT TIES OR STIRRUPS REMARK BOTT. CONT. TOP C E I W TYPE SPACNG RB1 -A +9' -0" 8 X 12 2 #6 2 #6 ARCHITECTURE OPEN GS ONLY LAND PLANNING 3 [' 6 ARCH BB VARIES 8 X 16 1 #7 '11 #7 )" ACTUAL NOMINALWPI BB DETAIL > a MINIMUM LINTEL REINF. Ell LL 2 U -BLOCK 1 # 5 BOTTOM ITRUSSES _S 6" O.C. O C = J cfj � CJ' � PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION- CAST -CRETE DIVISION ACCEPTANCE NO.: 06- 0222.01 EXPIRES: 05/21/2011 V 8" X 16" U -BLOCK (TYP.) ° W /1# 7 HORIZ & TOP 8, BOT W11# o _J DESIGNATION FULLY GROUTED z GROUT ° i� Q O # 5 REBAR AT BOTTOM = FILLED WITH GROUT OF LINTEL CAVITY QUANTITY OF #5 REBAR AT PROVIDE #3 9 HAIR Z AS -BUILT REVISION AFTER PERMIT BUILDING DEPT. COMMENTS COORDINATION CHANGES PERMIT SET DESIGN DEVELOPMENT PUBLIC HEARING SITE PLAN REVIEW BOTTOM OF LINTEL CAVITY a PINS t)8" O.C. ABOVE AA- 0003505 BOTTOM REINFORCING ARCHITECTURE OPEN GS ONLY LAND PLANNING PROVIDED IN LINTEL 7 �" ACTU L 8 8 -1 B a Z CONSTRUCTION MANAGEMENT 8" NOMINAL WD NOMINAL WIDT U W NOMINAL HIEIGHT )" ACTUAL NOMINALWPI BB DETAIL > a MINIMUM LINTEL REINF. HOOD CDX LL z 1 # 5 BOTTOM ITRUSSES _S 6" O.C. O i s a s i i go . - a r c;r � I Lac; �5 .•. C • LEOPOLDO BELLON, AIA (AR'008737) • ANGEL MILANES, AIA "(4 0015845) SHEET TITLE ROOF FRAMIqq!.WN SHEET OF sl V P4•� A 12485 S.W. 137 AVE S E 103111 MIAMI, FLORIDA - 3,U 86 ° 01.20.11 T. (305) 2781_ th3 DATE DESCRIPTION F. (305) 278= AS -BUILT REVISION AFTER PERMIT BUILDING DEPT. COMMENTS COORDINATION CHANGES PERMIT SET DESIGN DEVELOPMENT PUBLIC HEARING SITE PLAN REVIEW WWW.BELLONMIL•ANES.COM +� AA- 0003505 ARCHITECTURE MD W LAND PLANNING INTERIORS W CONSTRUCTION MANAGEMENT CONSULTANTS • LEOPOLDO BELLON, AIA (AR'008737) • ANGEL MILANES, AIA "(4 0015845) SHEET TITLE ROOF FRAMIqq!.WN SHEET OF sl V Z Q2 06 -02 -11 B.D.C. Q 12 -10 -10 B.D.C. 01.20.11 MARK DATE DESCRIPTION A.B. R.A.P. B.D.C. C.C. P.S. D.D. P.H. S.P.R. AS -BUILT REVISION AFTER PERMIT BUILDING DEPT. COMMENTS COORDINATION CHANGES PERMIT SET DESIGN DEVELOPMENT PUBLIC HEARING SITE PLAN REVIEW PROJECT No. L13107 DRAWN BY: A.P. 8, P.W. CHECKED BY: L.B. MD W W z - U W —i L.L LL > a HOOD CDX LL z Q ITRUSSES _S 6" O.C. O C = J cfj � � ' I— Z W 0 ER 5/8 0 AT co 06 .� t • LEOPOLDO BELLON, AIA (AR'008737) • ANGEL MILANES, AIA "(4 0015845) SHEET TITLE ROOF FRAMIqq!.WN SHEET OF sl Q2 06 -02 -11 B.D.C. Q 12 -10 -10 B.D.C. 01.20.11 MARK DATE DESCRIPTION A.B. R.A.P. B.D.C. C.C. P.S. D.D. P.H. S.P.R. AS -BUILT REVISION AFTER PERMIT BUILDING DEPT. COMMENTS COORDINATION CHANGES PERMIT SET DESIGN DEVELOPMENT PUBLIC HEARING SITE PLAN REVIEW PROJECT No. L13107 DRAWN BY: A.P. 8, P.W. CHECKED BY: L.B. • LEOPOLDO BELLON, AIA (AR'008737) • ANGEL MILANES, AIA "(4 0015845) SHEET TITLE ROOF FRAMIqq!.WN SHEET OF sl