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Home My WebLink AboutCarrigan SFR 615 Manatee Bay Dr. pg 104. 2nd X FRONT BALCONY RAILING DETAIL j PRE-ENGINEERED GIRDER TRUSS 'HUGHES, 2-HTA20 ANCHOR STRAPS FASTEN TO GIRDER W1 14-10d NAILS EACH STRAP (UPLIFT CAPACITY 4000#) PROVIDE REINF, CONC, FILLED CELL UNDER GIRDER MEMBERS GIRDER TRUSS GRA +- ANCHOR DETAIL HGRI SIMILAR INSTALL 3/16'X 1" WOOD SCREWS @ 6" FROM ENDS AND 16' D.C. INSTALL 3/16' X140 TAP ONS JAMBS & HEAD W/ MIN, 0 661 rRkjc�" CNIM AdW 1610, O.C. fNM WOOD BUCK JAMBS & HEAD W/ MIN 112' EMBEDMENT INTO CONC. WINDOW ASSEMBLY C-M,U- WALL SILL 1120=11-00 INTERIOR BALCONY RAILING, DETAIL 112`=1,--0` DOUBLE TOP PLATE 'HUGHES' UHUS 1 6 ANCHORS STRAPS SPACED @ 32' O.C. ( UPLIFT CAP 147' -,-2-114' X 2-112' LAG BOLTS 2X6 NAILED TO FACE OF GIRDER TRUSS INTERIOR BALCONY RAILING SECTION DETAILS II/ /0� tq-15 W LSTAt16-10d NAILS EA STRAP .Pf 1UGHES' HCPO ANCHORS STRAPS EA. TRUSS FASTEN W/9 -8d NAILS EACH MEMBER (UPLIFT CAP, 1250#) 2k!6 P.T. .EDGER FASTEN TO I.U. WALL W/J/2X6' WEDGE ANCHORS 'ACED @ n,C, AND WITHIN 8' OF ENDS REAR PORCH TRUSS TO LEDGER ANCHOR! DETAIL 10000 EA STRAP) NOTE, ADDIT104AL STRAPS my K ADDED FER UPLIF TS 7— (3 Z LLJ L__1 U) CD GREATER TWN. jo00* Up yo THREE STRAPS T13TAL '—MASONRY WALL _j U 00 70�ti 4X4 RAILING POST 06 06 0j RAILING POST L'J 0"*) 6 RAILROOF 2X6 RAIL SHEATHING w E_ (�j 112'X 1-112' PICKETS RE ENGINEED WOOD > C3 TRUSS ED <z 1-112'X 1-112' PICKETS FASTEN W/ SIMPSON MTSIG STRAP VMd CONMOM NAXLS TO 7-APCON Q/_ w Aq 00 2-1141 X 2-112' LAG BOLTS TOP &BOT TRUSS AM 5- 1/4- X, I We, (�j T/ JCJ W Q101 ICT rAlb CD 4. 2nd X FRONT BALCONY RAILING DETAIL j PRE-ENGINEERED GIRDER TRUSS 'HUGHES, 2-HTA20 ANCHOR STRAPS FASTEN TO GIRDER W1 14-10d NAILS EACH STRAP (UPLIFT CAPACITY 4000#) PROVIDE REINF, CONC, FILLED CELL UNDER GIRDER MEMBERS GIRDER TRUSS GRA +- ANCHOR DETAIL HGRI SIMILAR INSTALL 3/16'X 1" WOOD SCREWS @ 6" FROM ENDS AND 16' D.C. INSTALL 3/16' X140 TAP ONS JAMBS & HEAD W/ MIN, 0 661 rRkjc�" CNIM AdW 1610, O.C. fNM WOOD BUCK JAMBS & HEAD W/ MIN 112' EMBEDMENT INTO CONC. WINDOW ASSEMBLY C-M,U- WALL SILL 1120=11-00 INTERIOR BALCONY RAILING, DETAIL 112`=1,--0` DOUBLE TOP PLATE 'HUGHES' UHUS 1 6 ANCHORS STRAPS SPACED @ 32' O.C. ( UPLIFT CAP 147' -,-2-114' X 2-112' LAG BOLTS 2X6 NAILED TO FACE OF GIRDER TRUSS INTERIOR BALCONY RAILING SECTION DETAILS II/ /0� tq-15 W LSTAt16-10d NAILS EA STRAP .Pf 1UGHES' HCPO ANCHORS STRAPS EA. TRUSS FASTEN W/9 -8d NAILS EACH MEMBER (UPLIFT CAP, 1250#) 2k!6 P.T. .EDGER FASTEN TO I.U. WALL W/J/2X6' WEDGE ANCHORS 'ACED @ n,C, AND WITHIN 8' OF ENDS REAR PORCH TRUSS TO LEDGER ANCHOR! DETAIL 10000 EA STRAP) NOTE, ADDIT104AL STRAPS my K ADDED FER UPLIF TS 7— (3 Z LLJ L__1 U) CD GREATER TWN. jo00* Up yo THREE STRAPS T13TAL '—MASONRY WALL _j U 00 AL T. 'TRUSS STRAP 06 06 TO BLOCK WALL ANCHOR L'J z E_ al z LL ED <z <11 Q/_ u CD 00 M 0 U V) Z Li All trusses, exterior walls and Interior bearing waits shalt be strapped or otherwise 0 1." connected with a direct 10Qd Path froM' the truss to the foundotion, or #� > shot( nectors v) LAJ be instQUed at -the locations sPe(,;Ifiecl in the schedule below, All truss Connectors W_ > C-) must meet a lateral toad force of 48-#. AH anchors and connectors shot( be instattecl in CD accordance with the manufactures recommendot, tons Ce _4 N11 STRAP 441) CONNECTOR SCHEDULE TRUSSES ON BLOCK WALLS 0) Up to 1117# Of uplift one, 'Hughes' TA20 embedd in tie beam at uplift point 10) Up to 2334# of uplift- tw """Hughes TA20 embedded in tie beam ot uptiFt point th�C) UP to 3351# of uplift- e e 'Hughes' TA20 embedded beam tie eom at uplift d) Over 3351# of uplift - Up( its in this range shouldonly appty to girders point an and beams. Each end of git'ders or beams shall be fastened with a minimum of d two and a maximum of fourl strops, straps shall be embeddeci a minium of 6" into M the tie ie beam. If more thar four strops are required `they must be embedded 12, into the 'tie bean ond add 2ea #5 bass @10101 to the top of the tie beam F centered on the girder or�be'om,., _j Ln TRUSSES ON FRAMED WALLS uP TO 520# OF UPLIFT Truss Connector or? 'S in 'Simpson" H-1 or 'Hughes' HCS connector U/ Stud Connectors Use on 4f 'g<z <11 Huhes' HCDPL top and bottom of each (studs @ 16" o.c,) Stud o - equal, by other manuf Qcture, If wall is extericr sheathed every other stud top and <I CU bottom� at Gil corners and openings, in (n Stud Connectors use on'.Hughes"" 'Hughes" HCDLP or equal by other manufacture 0!� <E (y) (studs at 12' o.c.) top or, bottom Of stud alt corners and at all openings 6_1 CLQ ()j F— LAJ V__4 From 520# to 700# uplift: Truss Connector- u Se tw:) 'Hughes' HCS or equal (one each side of wall) LD or one 'Simpson' H10 Connectors z Li Stud Connectors - use on l'Hughes- HCDPL top On I d bottom of each stud (studs at 16' oz.) or equ , by ther-nr%"4r -I. %A _ %A F Woof h, Stud Connectors - use ono "Hughes' HCDLP top and bottom of ever (studs at 12" o.c.) y stuci From 700# to 877# uplift Truss Connectors - use t�q 'Simpson" H10 connectors (one at each side of Stud Connectors - Oue One 'Simpson' HI bottom and one H2 to wall t 161 or 12' o. c. > From 877# to# uplift: Truss Connectors - use t"Simpson" H10 Connectors Stud Connectors - use t "Simpson' SP1 bottom and one SP2 at to (studs at 16' o.c. 12' o. studs use one SPI bottom p or 12,w o.c.) Foundation Anchors- Use , trL pson MAS embedded anchors at 1'5" and at--! sides Or all Openings and dt 'ners. Lj LJ U > Girders supported by frame w s shot( be supported by at least one stud per F --i 1500# of uplift and shall be s LLJ ry, _J Path to the foundotlo",_ to resist the uplift with a continous (oQcl 'TA straps fastened to (j rn-nir,)um Up to 3265# OF uptirt two ",;ire �san 0-� three studs from the girdLj LLJ >_ LJ the Studs to the foundation.member, Use one "Simpson' HD2A anchors to connect > UP to 6530# of uplift - us to the studs (minimum of four "Simpson' LSTA36 straps to COnnF?ct the girder _17 ur luds), Use two 'Simpson' HD2A anchors to 0 z z connect the studs t4 the fou`' I At( tie beams spanning 10, t Qt!On(One On each side Of the four studs). < LjJ <T- 0 using precast headers and lintel blocks, aloove I LLJ U shott, hove 3 ea. #5 bars added oto the (intet. All beams Spanning 16'0' to 22'0' shot( F-� F -- have the steel should Li have 3 ea. #6 bars added to t4 ould be Placed using one bar in the PreCOst lintel, and two above, Z n All siding, roofing and componenS l,`, shalt be fastened in strict accordance with the Li < <: U 5- U C_ manufacturers specifications 'P' I 1cQtiOnS to resist 100 Mph winds. Contractors ShO(Ad stake suppliers provide , , " 'reification that their products and fastener details meet or exceed section 1606 o `,-,the Standard Code for 'Components for this wind zone. All window Qnd Cladding and be tabled as Or S ) 1 all meet a minimum wind resistance rating of R-30 such let 11 r of certifaction from the window manufacturer, �14 NOTE= IT IS THE RESPONSjDILITY THE CONTRACTOR AND THE BUILDING INSPECTOR(S) TO INSURE THAT THE PROPER FAS NERS HAVE BEEN USED AND THAT THESE FASTENERS CL ARE INSTALLED IN ACCORDANCE W'_H THE MANUFACTURES SPECIFICATIONS. City of ft17'jv C'Ve Q E _ D F 4117'at"o C�l OR ral CD ONS%C7C:) , ot L0 C) C) alwkC4 LL_ cy) 0 V VIP_h�grLAJ LAj F- LAJ or < C� Cj '4